cover final pictures.cdr

A planning handbook with a holistic
approach
Institute for Sustainable Technologies
Solar-supported heating
networks in multi-storey residential
buildings
Solar-supported heating networks in multi-storey residential buildings
A planning handbook with a holistic approach
Authors:
Christian Fink and Richard Riva
Arbeitsgemeinschaft ERNEUERBARE ENERGIE – Institut für Nachhaltige Technologien
www.aee.at
Published by
Title:
Solar-supported heating networks in multi-storey residential buildings
A planning handbook with a holistic approach
Authors:
Ing. Christian Fink
Ing. Richard Riva
Compiled with the support of the:
European Commission (within the framework of the OPET Building, Contract No. NNE5/2002/94, DG TREN)
Federal Ministry for Transport, Innovation and Technology
Federal Ministry for the Economy and Labour
Province of Styria (FA 6A Science and Research, A15 Residential Building Grants)
City of Vienna (MA 22 Environment)
ISBN 3-901425-11-X
1st edition: 2004
Reprinting and translation, storage on data processing equipment, also including excerpts thereof, is only permitted if
the source is named and requires the express written approval of the authors.
The content of the planning handbook "Solar-supported heating networks in multi-storey residential buildings" was
processed and compiled with the greatest care and according to the best of our knowledge. Neither the publishers nor
the authors shall assume liability for any incorrect information or any damage which might occur as a result.
Published by:
Arbeitsgemeinschaft ERNEUERBARE ENERGIE GMBH
A-8200 Gleisdorf, Feldgasse 19, Austria
Cover photos:
Top left: S.O.L.I.D., top right: Holleis Solartechnik, bottom left: Teufel & Schwarz, bottom right: AEE INTEC
Design, Typography & Reproduction:
Steinhuber Infodesign, Graz
Printed by:
Universitätsdruckerei Klampfer, Weiz
2
1
List of Contents
2
Introduction 7
2.1
Market penetration and potential of solar thermal systems in multi-storey residential buildings
7
2.2
Innovations and the economic factor
8
2.3
Motivation for this planning handbook
9
3
A holistic approach to solar-supported energy supply systems
9
3.1
Low average collector temperatures as an energy-related success factor
11
3.2
Enhancement of the solar coverage and reduction in the auxiliary heating requirements as a
result of very low heat losses in the system
12
3.3
Greatest possible comfort for users
13
3.4
Systems with the greatest possible water hygiene
14
3.5
Exploiting opportunities for reducing capital costs
14
3.6
Low operating costs for users with the greatest possible reliability of supply
4
Solar radiation
4.1
Usable radiation capacity and annual usable radiation energy
16
4.2
Distribution of solar radiation throughout one calendar year
17
5
Heating requirements in multi-storey residential buildings
5.1
Determining heating requirements for domestic hot water
20
5.1.1
Determining daily consumption
20
15
16
19
5.1.1.1 Calculation of daily consumption for multi-storey residential buildings
22
5.1.1.2 Measurement of consumption in existing buildings
24
5.1.2
Consumption profile
25
5.2
Determining heating requirements
27
6
Structural integration of solar thermal systems in multi-storey residential buildings
28
6.1
Roof integration of solar collectors
29
3
6.2
Collector assembly with frame structures
32
6.3
Façade integration of solar collectors
37
6.3.1
Heat and moisture transport through wall structures
38
6.3.2
Reduction of the effective U-value of the outside wall
41
6.3.3
Coloured absorber layers
6.4
Integration of energy storage units in buildings
7
System hydraulics
7.1
Basic information about solar-supported energy supply systems
45
7.1.1
Domestic water temperature and water hygiene – legionella bacteria
45
7.1.2
Important characteristics for solar-supported energy supply systems
46
41
43
45
7.1.2.1 The degree of solar coverage SD
46
7.1.2.2 The specific solar thermal yield SE
48
7.1.2.3 The annual degree of system utilisation SNutz
49
7.1.3 Low-flow systems for solar thermal facilities in multi-storey residential buildings – speed
control and loading strategies
49
7.1.3.1 Low-flow vs. high-flow systems
49
7.1.3.2 Speed control of primary and secondary circuits in the solar thermal system
7.1.4
Collector interconnections
53
7.1.4.1 Large-area collectors
54
7.1.4.2 Efficient collector pipework
54
7.1.4.3 Expansion compensation
57
7.1.4.4 Bleeding and flushing
58
7.1.5
51
Stagnation behaviour of solar thermal systems
7.1.5.1 Processes occurring during the stagnation state
59
59
7.1.5.2 Influence of collector and system hydraulics on stagnation behaviour
61
7.1.5.3 Modified dimensioning of the membrane expansion tank
62
7.1.5.4 Conclusions for the design of stagnation-proof systems in multi-storey residential buildings
64
7.2
Solar-supported heat supply system designs
4
66
7.2.1
Solar-supported heat supply system designs based on the principle of 2-pipe networks 66
7.2.1.1 Integrating the heat generators
66
7.2.1.2 Solar-supported heat supply systems – two-pipe networks combined with decentralised
apartment units
67
7.2.1.2.1
Apartment heat transfer units
69
7.2.1.2.2
The heat distribution network
74
7.2.1.3 Solar-supported heat supply systems – two-pipe networks combined with decentralised
domestic hot water storage units
77
7.2.1.4 Advantages and disadvantages of solar-supported two-pipe heat networks
79
7.2.2
81
Solar-supported heat systems with four-pipe networks
7.2.2.1 Solar-supported heat supply systems using four-pipe networks combined with single storage
tank systems
81
7.2.2.2 Solar-supported heat systems: four-pipe networks combined with two-tank systems
8
Dimensioning
8.1
Dimensioning of solar thermal systems
8.1.1
Collector area and solar storage unit volume combined with two-pipe networks
83
85
85
86
8.1.1.1 Dimensioning nomogram with defined specific solar storage volume
87
8.1.1.2 Dimensioning nomogram with variable specific solar storage volume
91
8.1.1.3 Determining the influence of the inclination and orientation of the collector area
93
8.2
Dimensioning for security of supply
94
8.2.1
Supply of space heating and domestic hot water
95
8.2.2
Interaction between conventional heat generator and load equalisation storage tank
8.2.2.1 Determining the overall volume of the energy storage unit
99
8.2.3
Dimensioning of heat distribution network
101
9
Minimisation of heat losses
102
9.1
Energy storage tanks
102
9.1.1
Heat losses from energy storage tanks 102
9.1.2
Single-storage-unit systems instead of multi-storage-unit systems
9.2
Heat losses and pipework design
106
5
104
96
10
Investment costs, grants and economic efficiency
11
Plant management and monitoring
12
List of references
113
117
6
110
2
Introduction
The thermal use of solar energy is a long and successful tradition in Austria. Thus in the last 20 years
more than 2.5 million square metres of solar collector area have been installed in Austria (including
swimming pool absorbers), which represents an average collector area of 0.3 m2 per inhabitant as of
2002 (Faninger et al., 2003). Within the EU, only Greece has a slightly higher success rate. Today this
collector area already covers more than one percent of Austrian low-temperature energy
requirements.
2.1
Market penetration and potential of solar thermal systems in multi-storey residential
buildings
Motivated by the already high market penetration in the field of single family homes (the figure is
already much higher than ten percent), solar thermal systems are being implemented to an increasing
extent in multi-storey residential buildings. At the present moment in time, around 750 multi-storey
buildings in Austria are equipped with thermal solar plants. In relation to the roughly two million
principle residences in multi-storey residential buildings (this corresponds to around 43% of the
Austrian population) it can, therefore, be deduced that around 1% of all flat-owners or tenants are
able to enjoy the advantages of a thermal solar plant (Fink, 2003).
Figure 1: Efficient solar-supported heat supply system designs as standard in multi-storey residential
buildings (picture source: BRAMAC Dachsysteme International, Upper Austria, Austria).
On the one hand, potential applications remain untapped and, on the other hand, particularly large
solar thermal systems in multi-storey residential buildings allow much lower specific system costs
than, for example, small-scale plants. Thus solar systems do not only help to achieve economic
heating prices, but they also reduce CO2 emissions in a cost-effective manner. The public sector has,
in part, already recognised the potential and is increasingly backing the use of solar energy (as well as
other technologies) in new buildings and in existing multi-storey residential buildings to attain climate
protection goals. This is demonstrated by the granting of funds for the implementation of solar
thermal systems in multi-storey buildings in practically all the federal states of Austria as well as
grants from various towns and communities.
7
2.2
Innovations and the economic factor
Due to its long tradition of solar plants, a large number of the innovations to emerge in recent years
originated in Austria. Numerous innovations meant that, on the one hand, large solar thermal systems
were implemented in residential buildings in Austria and, on the other hand, Austrian companies have
also constructed large plants in residential buildings abroad. This includes the following:
•
•
•
•
•
•
•
Development of large-area collectors and the implementation of crane assemblies
Industrial production of solar collectors
Aesthetically pleasing and cost-effective integration of solar collectors in buildings
Heating of solar non-potable water and heating support (combined systems) in multi-storey
residential buildings
Measuring and analysis of solar-supported heating networks in multi-storey residential
buildings
Definition of holistic solar-supported heating networks
Innovative financing models for large solar thermal systems
In the year 2001 around 240,000 m² of solar collector area was exported and around 160,000 m² in
2002 (this corresponds to 1.5 and 1.0 times the domestic market volume, respectively) (Faninger et
al., 2003). This means that in these two years Austria accounted for around one quarter of the overall
production of solar collectors in the EU. Apart from the economic success, the Austrian solar industry
(domestic market and exports) provides nearly 3,000 jobs.
Figure 2: 1.248 m² solar thermal collector area produced by an Austrian manufacturer on the roof of
eight multi-storey residential buildings in Helsinki (picture source: AEE INTEC).
2.3
Motivation for this planning handbook
Extensive know-how about solar-supported heating networks in multi-storey residential buildings is
available at selected sites in Austria. Apart from specific developments with regard to system
components, numerous further developments have been made in the past few years with regard to
holistic system behaviour and integration into buildings. Extensive tests based on measuring
techniques provided important empirical values from practical applications. It is the major goal of this
planning handbook to focus this specific know-how and also to make it available to all the actors and
multipliers.
8
The aim of this book is to present a holistic approach to the planning, implementation and
management of solar-supported heating networks in multi-storey residential buildings. In the short
term, the declared goal has to be to define solar-supported heating networks as a standard for new
multi-storey residential buildings and to step up activities with regard to existing buildings. After all,
every renovation (structural engineering or facility management) that does not employ a solar system
represents a lost opportunity, in terms of reducing the operating costs and C02 emissions, until the
next renovation (generally a period of several decades).
Figure 3: 274 m² solar thermal collector area produced by an Austrian manufacturer on a housing
estate with 197 apartments (picture source: Kappei SOLAR FUTURE TECHNIK, Germany).
The high technical standard of modern solar-supported heating networks means there is no reason to
delay a decision in favour of a solar thermal system. Moreover, the impending shortage in the global
energy supply and the already tense situation with regard to the global climate as a result of burning
fossil fuels also encourages this decision.
3
A holistic approach to solar-supported energy supply systems
In various studies, the product and installation quality of solar thermal systems has been analysed in
existing plants. Thus, for example, 75 solar energy plants in Vorarlberg were examined and their
technical condition evaluated (Schlader, 2002). 25% of the plants were in perfect condition, 50%
revealed slight problems and the remaining 25% of the plants displayed considerable technical defects
which had an impact on the plant’s operational efficiency.
It is probable that these results are not only true of Vorarlberg (Austria) but can be applied to other
Austrian federal states in a corresponding manner. It does, however, have to be said that this result is
not specific to solar thermal systems but rather describes the prevalent planning and installation
quality of conventional heating systems as well. In contrast to conventional heating plants, however,
solar thermal systems are subjected to tests and measurements of this kind. Experience shows,
moreover, that as a result of testing solar thermal systems it was also frequently possible to detect
defects in conventional heating supply systems which would otherwise not have been discovered. In
many cases this led to the first attempts at defining holistic solar-supported heating networks.
9
Figure 4: Efficient solar-supported heating networks demand a holistic approach to the planning,
implementation and management. This includes the solar thermal system (left), the conventional
heating systems (middle, in this case biomass) as well as the heat distribution system (right) (picture
source: AEE INTEC).
One mistake frequently made in the planning and implementation of solar thermal systems is that the
solar thermal system is considered in isolation with regard to integration into the building, plant
hydraulics and energy savings. The interaction between the architecture, the solar thermal system,
conventional heat generators, heat distribution and the heat supply to the consumers (domestic hot
water, space heating) is not taken into sufficient consideration. Likewise the subjective needs and
requirements of the user are frequently not adequately considered.
Experience has shown that all of these requirements have to be acted on during the planning phase
(integral planning) and given utmost attention during implementation. This requires procedures
adapted both to the planning and implementation process, a holistic approach and the early inclusion
of all of those concerned with energy in the planning, implementation and plant management process.
In this way special requirements can be recognised in good time, interfaces can be clearly defined and
areas of competence determined (including warranties). In this respect, Figure 5 provides a
procedural diagram as an example of the realisation of holistic and integral solar-supported heating
supply systems.
Integral Planning
Simultaneous Involvement of Planning Team
Aesthetically Pleasing and
Cost-effective Integration
!
!
!
Overall Heat Supply Concept
!
!
!
!
!
Collector Area
Store
Equipment
Building Owner
Architects
Civil Engineers
Caretaker of Technical
Systems in Building
System Operator
Operation Management
!
!
!
!
Final Adjustment
Continuous System Control
Prepare Proof of Solar Yield
Heat Cost Calculation
Team Meetings
Solar Plant
Conv. Heater
Distribution Pipeline
Heat Transfer Net
Domestic Hot Water
Ordering and Installation
"Investigation of Possible
Ways to Reduce Costs
"Contract and Careful
Installation
"Hydraulic Adjustments
Detailed Planning
!
!
Selection of Components
and Dimensioning
Call for Tender
Figure 5: Method for the holistic use of applied solar-supported heating systems.
In the following, aspects will be discussed which, on the one hand, describe the interrelations and, on
the other hand, illustrate the absolute necessity for a holistic approach to solar-supported heating
supply systems.
10
3.1
Low average collector temperatures as an energy-related success factor
The average collector temperature ((Tinlet+Toutlet)/2) is the decisive value for the present high-quality
collectors to attain high solar yields throughout the year. The lower the average collector temperature,
the higher the efficiency rate of the collector and thus the solar yield. Without a doubt, it is wrong to
believe that the demand for the lowest possible average collector temperature can only be adequately
achieved by the solar thermal system alone.
It is rather the case that apart from the dimensioning of the collector area, other aspects and
parameters determine the temperature level at the collector:
•
•
•
•
•
Type and manner of integration of the conventional heat generator
Principle and dimensioning of domestic water heating
Principle and dimensioning of space heating supply
Dimensioning of the storage unit volume available for the solar thermal plant
Mixing rate of energy storage unit (water amounts, geometries of storage units, etc.)
The influence of the interaction of the overall heating supply system on the average collector
temperature, and thus on the efficiency of the collector, can be seen by way of example in Figure 6.
Heating supply concepts adapted to the requirements of solar energy plants achieve much lower
average collector temperatures and thus higher collector efficiencies in all operating points.
Collector Efficiency at Typical Operating Points
1,00
0,90
Conditions Given:
Collector Data:
c0=0,8
c1=0.33 [W/m²K]
c2=0.012 [W/m²K²]
Surrounding Temperature = 20 [°C]
Average Collector Temperature A = 45 [K]
Average Collector Temperature B = 60 [K]
Radiation on the Collector Surface = 800 [W/m²]
0,80
A
0,70
B
η0
0,60
0,50
0,40
0,30
0,20
0,10
0,00
0,00
0,02
0,04
0,06
0,08
0,10
0,12
0,14
0,16
(Tkm-Tu)/G [Km²/W]
Figure 6: The influence of the temperature on the achievable collector efficiency. An Adapted holistic
heating systems with lower mean temperature (operating point A) achieve essentially higher collector
efficiency than for the example a solar thermal system with high return temperatures in the heat
distribution system (operating point B).
Only the integration of heat generators adapted to the needs of solar thermal systems or their heat
emission components permits low average collector temperatures and thus the highest possible solar
yields.
11
3.2
Enhancement of the solar coverage and reduction in auxiliary heating requirements as a
result of very low heat losses in the system
It is not only the solar yield which is of decisive significance in holistic considerations but also the
overall annual system utilisation rate. Highly efficient solar thermal systems lose their relevance in the
case of a thermally inefficient (lossy) residual system, which is reflected in very low solar coverage
rates. Figure 7 shows the example of the system losses of a solar-supported heating supply system
from the heat generators (energy input – without any losses during energy conversion) to the
consumers (useful energies for domestic hot water and space heating). On the basis of numerous
measurements, it becomes clear that considerable heat losses occur in the system sections of heat
storage and heat distribution, which in the case of exceptionally inefficient heating supply systems can
also lead to system efficiencies below 50%.
Energy Flow [%]
80%
36%
Solar Yield
in the Store
Losses
Heat Store
6%
Losses
Heat Exchanger
2%
32%
27%
19%
Losses H-,
DHW-Distribution Net
Removal from
Heat Store DHW
70%
60%
21%
Useful Energy DHW
50%
21%
Useful Energy DHW
40%
30%
20%
64%
64%
63%
48%
Additional Heat
into System
Additional Heat
into Store
Energy Input
Into the Store
Removal from
Heat Store H
31% System
Losses
90%
Solar Input into
the System
4%
48%
Useful Energy H
Useful Energy H
H and DHW
in the Homes
Useful Energy
H and DHW
69% Annual System
Utilisation Rate
Losses
Collector Circuit
100%
10%
0%
Out of the Store
Figure 7: Exemplary description of the system losses of a solar-supported heating supply system (from
the heat distributor to the end user with an annual degree of system utilisation of 69%).
On the one hand, this problem has to be tackled by appropriate system hydraulics and, on the other
hand, by an improved design of the thermal insulation standard.
•
•
•
•
•
•
•
•
Selection of simple system hydraulics with conceptionally reduced system temperatures
avoiding pipework
Positioning of the energy storage unit at the shortest possible distances from the site of heat
generation (solar collectors, conventional source of heat/energy) and to the consumers
(domestic hot water and space heating)
Avoidance of outside pipework
Selection of one-storage-tank system without storage unit batteries
Improved standards with regard to storage unit insulation
Insulation of all indoor pipework in accordance with the requirements of ÖNORM M7580
Improved insulation standards for outdoor pipework
Use of insulation for valves and fittings
12
3.3
Greatest possible comfort for users
Buildings are basically constructed for the people who live in them or their users. For this reason,
subjective comfort and living habits should not be prescribed by engineers but rather defined by the
users themselves.
Figure 8: The comfort is increased by the utilisation of the solar thermal system and not the other way
around (picture source: Ultimate Lifestyle).
This aspect should be given major attention in the planning and implementation phase of facility
management plants and should cover the following points:
•
•
•
•
An important comfort parameter is having domestic hot water on tap as and when required
Standardized calculation principles are important. In this respective, the subjective feeling of
comfort experienced by individuals should not be forgotten. This means that room
temperatures below or above standardised levels should be possible, as required by the
occupants.
The occupants' different lifestyles also involve different rest and active phases. This means
that the usual reduction of heating levels during the night should be reconsidered in the light
of this aspect.
In modern heating supply plants the selection of heating limit temperatures can be
determined by the users themselves.
Building equipment and appliances which make use of renewable sources of energy or which enhance
energy efficiency are frequently associated with restrictions in terms of comfort. The fact that this is
not actually true and that an increase in comfort is in fact achieved by the use of renewable sources
of energy as a result of the system (as well as psychologically) has to be conveyed to the end
consumer more explicitly in the future. In this respect, it should be mentioned that with intelligent
system solutions an increase in comfort is not automatically the same as a higher consumption of
energy.
13
3.4
Systems with the greatest possible water hygiene
Water is life. Unfortunately microorganisms are also aware of this fact. Whilst cold water pipes are
almost completely free of microorganism contamination representing a health risk, the conditions in
hot water pipes are ideal for such contamination. Deposits of limescale, corrosion products, rubber
washers, remains of hemp and fittings create ideal conditions. As a consequence, it is necessary to
design potable water heating systems in such a way that bacteria which represent a health risk
(triggering legionnaires’ disease or Pontiac fever) will die quickly. Since bacteria are strongly
dependent on temperature for growth requirements and life span, potable water heating systems
have to be designed so that there is absolutely no risk of infection for users.
As with conventional plants for non-potable water heating, the design of solar-supported systems has
to be adapted to these needs. In cases where there is absolutely no risk it is possible to select a
system configuration which will not impair the solar yields and system efficiency. System solutions of
this kind (continuous flow water heaters or storage tanks) are available on the market for all different
kinds of applications for solar thermal plants.
Figure 9: Hygienic supply of domestic hot water and the highest comfort are a
central issues by solar-supported heating networks (picture source: Photo
Alto).
3.5
Exploiting opportunities for reducing capital costs
A holistic approach to solar-supported heating supply systems is, however, not the only aspect which
offers enormous potential for reducing capital costs; structural engineering integration is also of great
significance. In both fields the guiding principle is to make use of any potential synergies. However, to
be able to recognise these synergies and then implement them, holistic planning which recognises
interfaces and cooperation amongst the different companies and experts involved in the building
project is a necessity.
•
•
•
•
•
Integral planning might lead to higher planning costs but, as a whole, it reduces the capital
costs quite considerably.
The integration of solar collectors into a building (roof or facade integration, use of collectors
as shading elements) represents an additional benefit. Apart from the fact that a separate
roof structure is not needed, conventional weather protection (roof covering or façade
construction) is not required for the area covered by collectors.
The space requirements and the specific costs of the domestic installations can be reduced by
using them for more than one purpose (heat storage unit, pressure maintenance plants etc.).
The space requirements of domestic installations (storage unit, conventional source of heat,
pipework, other system components, etc.) have to be taken into consideration in good time.
An attempt should be made to use energy shafts and any necessary (empty) pipework more
than once.
14
•
•
•
•
•
•
Outdoor or underground pipework is particularly cost-intensive because it is of a special
design and considerable cost reductions can be achieved if such structures are not used.
Simple heating supply concepts, adapted to the actual needs of the users, are as a rule less
cost-intensive than various types of hydraulic pipework.
Only use standard fittings which are really needed for well-tuned hydraulics.
One single control device for the entire heating supply leads to interface reductions and
reduces the capital costs.
The combined design of the functions which follow "regulation" and "operational and yield
control" results in lower capital costs.
Examination of all the funding possibilities from public sources (direct grants, low-cost loans
or annuity allowances) before commencing building work.
3.6
Low operating costs for users with the greatest possible reliability of supply
It is difficult to operate solar thermal plants in the form of monovalent heating supply systems which
is the reason why it is impossible to dispense with a conventional heat generator. From an economic
point of view, therefore, solar thermal systems are viable as a result of reducing the operating costs
and not the capital costs. In the residential building sector in particular, where the end consumer
often prefers low capital costs to low long-term operating costs, a great deal of work has to be done
by consultants and builders to provide more information. This consideration is becoming more
important provided that the increasing cost of fossil forms of energy is also taken into account. Figure
10 shows the development forecast by energy experts (Campbell et al., 1998) for the total world oil
production. In accordance with this, the upper limits have already been exceeded in some regions rich
in oil. As far as world production is concerned, this "Big Rollover" is expected in the middle of the
current decade. In the light of this development, those responsible for the construction of residential
buildings will have to take measures right now so that the anticipated rise in energy prices will not
lead to an explosion in the occupants' operating costs and also to ensure the security of the future
energy supply.
Figure 10: The development of the world oil production. Documented until 1998, prognosticated until
2050 (picture source: Campell et al., 1998).
The following include some approaches for reducing operating costs and securing the supply:
15
•
•
•
•
•
•
•
•
•
Reduction of heating requirements as a result of implementing a corresponding thermal
insulation standard in new buildings or when renovating using ventilation heat recovery
Reduction of domestic hot water requirements by using water-saving fittings
Heating supply systems with low heat losses and the highest possible annual total efficiency
factor
Solar-supported heating supply systems with the highest possible solar coverage
Coverage of remaining heating requirements by renewable forms of energy (e. g. heating with
pellets and chips)
Regular monitoring (in large-scale plants automated plant monitoring) of whether the heating
supply system is functioning and adherence to the necessary maintenance intervals
Use of energy-saving household appliances
Use of rain water
Information for occupants regarding the influence of user behaviour
4
Solar radiation
The sun is the central supplier of energy in our solar system. It is a ball of gaseous substance in the
centre of which nuclear reactions are constantly taking place. The surface of the earth receives
around half its exoatmospheric radiation energy from the sun in the course of a year because when it
penetrates the earth’s atmosphere some of the radiation is absorbed or reflected into space. However,
the radiation energy which reaches the continents still amounts to 219,000,000 billion kWh per
annum. This represents 2,500 times the current global energy requirements.
4.1
Usable radiation capacity and annual usable radiation energy
On a clear and cloudless sunny day the radiation capacity may reach up to 1,000 W/m².
Measurements have revealed that if the sky is slightly overcast but the sun can still be seen it is
possible to achieve a top power of 1,200 W/m² in the form of reflections from the clouds.
What is known as global radiation consists of direct and diffuse radiation. Direct solar radiation is the
fraction that arrives from the direction of the sun relatively unimpeded, whilst diffuse radiation
reaches the surface of the earth from all directions uniformly. Diffuse radiation is the result of
scattering processes in the atmosphere. This fraction depends greatly on the time of year, the level of
cloud cover and on climatic and geographical conditions as well as on altitude. Depending on these
parameters, the fraction of diffuse radiation fluctuates in Central Europe between 40% in May and up
to 80% in December.
The sunshine duration and the radiation intensity depend on the time of the year, weather conditions
and naturally on the geographical location. Thus the annual total global radiation in the sunniest
regions of the earth can amount to more than 2,200 kWh/m².
In Austria, annual solar radiation is between 1,000 and 1,400 kWh/m². On the one hand, these
differences can be explained by the large range of altitudes (high altitudes mean hardly any days of
fog) and on the regional differences in the weather which are considerable.
Figure 11 shows the mean long-term total annual global radiation on a horizontal surface for different
regions in Austria. From this it can be seen that although there are privileged areas the use of solar
energy would make absolute sense in every region of Austria. This statement can be illustrated by one
simple example. Basically the southern side of the Alps would appear to be more favoured in terms of
16
sunshine, but it should be remembered that the province of Upper Austria, which is located on the
northern side of the Alps, has the highest density of solar installations (0.3 m² flat collector per
inhabitant) in Austria (status: end of 2002).
Average Annual Radiation in kWh/m²
Figure 11: Annual mean long-term total global radiation on a horizontal surface for different regions in
Austria in kWh/m².
The availability of suitable sets of weather data for the design of the solar thermal systems is very
good in Austria. The simulation programs most frequently used for the design of solar thermal
systems (TSOL, 2003; POLYSUN, 2003) have extensive databases with sets of weather data for the
largest towns and cities in Austria.
4.2
Distribution of solar radiation throughout one calendar year
The average duration of sunshine in Austria is approximately 2,000 hours of which around three
quarters is recorded in the summer (see Figure 12). In contrast, in the months with the highest
energy demand (November to February) only one sixth of the overall annual energy is irradiated.
17
9,00
8,50
8,00
Total Radiation: 1,120 kWh/m² a
7,50
7,00
Radiation [kWh/m² and Day]
6,50
6,00
5,50
5,00
4,50
4,00
3,50
3,00
2,50
2,00
1,50
1,00
0,50
0,00
Jän
Feb
Mär
Apr
Mai
Jun
Jul
Aug
Sep
Okt
Nov
Dez
Figure 12: Solar radiation on a horizontal area in Graz, Austria, created from mean month
temperatures generated from values over many years.
The annual course of solar radiation in accordance with the seasons shows clear advantages for the
use of solar energy for applications where major consumption is in the summer months or for other
applications which have constant consumption throughout the year. However, in the transitional
period (March to May and September to October), the Austrian climate permits high irradiation rates,
which provides favourable conditions for solar support of space heating applications.
Figure 13 shows the course of average annual global irradiation in three areas at a different incline
(90°, 45°, 0°) for locations in Graz. The highest annual irradiation of 1,260 kWh/m² is on an area with
an incline of 45°, followed by the horizontal area with 1,120 kWh/m². The area inclined at 90° is
slightly less favourable with annual irradiation amounting to 900 kWh/m².
18
180
170
160
150
140
Radiation [kWh/m² and Month]
130
120
110
100
90
80
70
60
50
40
30
Radiation on a Horizontal Surface
20
Radiation on a Surface at 45°
10
Radiation on a Surface at 90°
0
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Figure 13: Average annual global irradiation in three areas at a different incline, Graz, Austria.
The seasonal course of irradiation is of interest, in addition to the annual absolute global irradiation
figures. With respect to the three inclines compared, the highest radiation on a horizontally inclined
area was achieved in May, June and July and the lowest radiation in the months of January, February,
October, November and December. In this respect, the vertical area displays almost constant radiation
course throughout the year. The area with an incline of 45°, however, has advantages for all-year
applications compared to the other two inclines. In practice this means adjusting the incline of
collector elements to suit the consumption profile.
5
Heating requirements in multi-storey residential buildings
To avoid the undesirable over-sizing or under-sizing of solar thermal plants, it is important to have as
precise a knowledge as possible of the energy requirements when designing the solar-supported
heating networks. The heating requirements both in multi-storey residential buildings and in the single
family home sector result from the consumption groups of domestic hot water and space heating.
Although the need for domestic hot water is almost constant throughout the year, the heating energy
demand is subject to enormous seasonal fluctuations (see Figure 14). The domestic hot water
demand is basically independent of climatic influences and has only a narrow fluctuation range in
multi-storey residential buildings. The amount of heating energy, required on the other hand, depends
enormously on climatic influences and the thermal insulation standard of the building to be heated,
which is reflected by considerable seasonal fluctuations. Accordingly, the demand for domestic hot
water as a fraction of the overall energy requirements in multi-storey residential buildings ranges as a
rule between 10% (old buildings) and 50% (low-energy houses). The constant improvement in
building codes and the incentive provided by corresponding funding models to considerably reduce
heating energy requirements in new and renovated building mean that the demand for domestic hot
water is, however, becoming more significant.
19
Space Heating and Hot Water Requirements for a
Multiple-Storey Block of Council Flats
35.000
Heat Demand for Space Heating
30.000
Heat Demand for Hot Water
Heat Demand
25.000
20.000
15.000
10.000
5.000
0
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Figure 14: Space heating and domestic hot water requirements for a multiple-storey block of council
flats (25 flats, heating load: 100 kW, 80 m² collector area, solar coverage: 18%).
Apart from the actual heating requirements (domestic hot water and space heating), there are sizable
heat losses even with optimised heating supply concepts and a careful design. These heat losses
(pipework losses, storage unit losses) must be compensated by the heat generators and they thus
also affect the solar thermal system, which explains why heat losses should also be taken into
consideration in the dimensioning phase. In practice, it has been shown that it is sufficient to merely
estimate the heating losses.
If adequate knowledge is available on daily heating requirements for domestic hot water and space
heating with respect to the dimensioning of the solar thermal plant, then in order to guarantee the
energy supply consideration must be given to peak loads in designing the heat distribution network,
the conventional heat generator and any possible stored energy volumes. In order to design a system
that can meet these loads, detailed information on the distribution over time of the heat load must be
obtained. The heat losses play a negligible role in this content. Reference values are available in
Section 8.2.
The following Sections describe approaches for determining the heating requirements with a
sufficiently high time resolution as needed for the dimensioning of solar thermal plants.
5.1
Determining heating requirements for domestic hot water
5.1.1
Determining daily consumption
The need for domestic hot water for multi-storey residential buildings depends basically, but not
exclusively, on the number of occupants. Apart from the number of people, the standard of living,
age, occupation, time of the year etc all play an important role, as does the way in which domestic
hot water consumption is calculated (is a water meter/heat quantity meter installed or is the hot water
calculated in terms of floor space). If the domestic hot water is calculated in terms of floor space, then
20
empirical values reveal a higher consumption than comparable hot water calculations using a hot
water or heat quantity meter. Reference values for consumption from the literature (Recknagel, et al.,
2003) reveal considerable differences in daily consumption (table 1).
The daily personal domestic hot water consumption is usually given in litres at a certain temperature
level (e. g.: 30 l at 60°C or 43 l at 45°C). To calculate the energy required for heating the water, it is
necessary to know the average cold water temperature at the site in question. As a rule, in large parts
of Austria this can be taken to be approximately 12°C. The necessary heating requirements can be
calculated using the following equation.
QBW =
V ∗ c p ∗ ∆T
3600
equation 1
[kWh]
QBW
Energy of hot water in kWh
V
Hot water consumption in litres
cp
Specific heat capacity of water (4.2 kJ/litre K)
∆T
Temperature difference between domestic hot water and cold water in kelvin
TBW
Temperature of domestic hot water in °C
TKW
Temperature of average cold water in °C
Since the general literature available is not really suitable for the dimensioning of the more specific
solar thermal systems, numerous measurements of domestic hot water requirements in multi-storey
residential buildings have been carried out in the past and characteristic values identified. Figure 15
shows the consumption of 12 multi-storey residential buildings (six each in Austria and Germany). The
residential buildings examined range from students’ hostels to terrace house units and council flats,
which is clearly reflected in the consumption of domestic hot water.
Low-level demands
10 - 20 l
Medium-level demands
20 - 40 l
High-level demands
40 - 80 l
Table 1: Demand for domestic hot water per day and person (multi-storey residential buildings) at a
temperature of 60°C (Recknagel et al., 2003)
21
1.500
Hot Water Demand [Litre per Person and Month at 60°C]
1.400
Average Monthly Hot-Water
Demand
1.300
1.200
1.100
1.000
900
800
700
600
500
400
300
200
100
0
Jan
Feb
Mar
MFH 1
MFH 2
MFH 3
Apr
May
Jun
Jul
MFH 4
MFH 5
MFH 6
MFH 7
Aug
MFH 8
Sep
MFH 9
Oct
MFH 10
Nov
MFH 11
Dec
MFH 12
Figure 15: Measured monthly domestic hot water consumption from 12 multi-storey residential
buildings during one year. The mean daily domestic hot water demand is just under 30 litres per
person and day at 60 °C (Fink et al., 2002; Luboschnik et al., 1997, Gassel, 1997).
On average, just under 30 litres of water per person at 60°C was found to be the average
requirement for domestic hot water. However, the differences in monthly consumption clearly show
that due to the numerous influential factors it is imperative to re-examine consumption in each
building project with regard to the special framework conditions.
With regard to an isolated consideration of the category of council flats (with the exception of various
hostels and terrace house units) with standard bathroom equipment, a value of 30 litres per person
and day at 60°C can be used to estimate the necessary solar thermal plant size.
5.1.1.1
Calculation of daily consumption for multi-storey residential buildings
With regard to new buildings, when determining the overall daily consumption of domestic hot water
the question arises of how many people will actually live in the flats. The number of people can be
roughly estimated in two different ways which both make use of statistical evaluations.
Calculation in terms of average floor space:
If the overall usable floor space of the building to be supplied is known, the specific living area per
person can be ascertained on the basis of statistics. These statistical evaluations show that in Austria
the average floor space per person is around 33 m² (Statistical Yearbook, 1999).
X People =
XPeople
WNF
[People]
33
equation 2
Overall number of persons
22
WNF
Overall usable floor space in m²
33 =
WNFspez (average usable floor space per person in m²)
Calculation in terms of the average number of people in one flat:
If the number of flats in the building is known, the number of persons per flat can be ascertained on
the basis of the average number of persons per flat determined from statistics. Statistical evaluations
have shown that in Austria the average number of people per flat is around 2.5 (Statistical Yearbook,
1999).
X People = nW ∗ 2,5
Equation 3
[People]
XPeople
Overall number of persons
nW
Overall number of flats
2,5 =
XWspez (average number of persons per flat)
Depending on the geometry of the building to be supplied with hot water (frequency of different sizes
of flats) a method of calculation can now be selected.
If the overall number of people in the building is known, the following equation can be used to
calculate the overall daily energy requirements for heating the domestic hot water.
QBW =
QBW
VPeople / Day ∗ X People ∗ c p ∗ ∆T
3600
Equation 4
[kWh]
Daily amount of energy for the overall supply of multi-storey residential buildings with
domestic hot water in kWh
VPeople/Day Daily consumption of hot water per person in litres (around 30 l at 60°C in council flats)
XPeople
Total number of people
cp
Specific heat capacity of water (4.2 kJ/litre K)
∆T
Temperature difference between domestic hot water and cold water in kelvin
TBW
Temperature of domestic hot water in °C
TKW
Temperature of average cold water in °C
23
5.1.1.2
Measurement of consumption in existing buildings
The most precise and reliable method of calculating the consumption of hot water is to measure the
consumption over a fairly long, representative period. In existing multi-storey residential buildings
water counters or even heat meters may be installed from which the information can be simply and
cost-efficiently obtained over a representative period.
If this is not the case the daily domestic hot water demand can either be determined from the personspecific consumption of 30 l per day indicated in Section 5.1.1.1 (suitable for approximate
calculations) or recorded by installing corresponding measuring equipment in connection with records
of consumption over a longer period. In general, a mass flow counter and heat meter can be
envisaged for recording consumption, taking into consideration the way in which the domestic hot
water is heated.
•
Flow meter
This is recommendable whenever the temperature level of the domestic hot water and cold water is
almost constant. Determining the temperature level of the domestic hot water and cold water on one
single occasion is sufficient as a basis for calculating the heating requirements using the data recorded
by the flow meter. The investment costs are lower than with heat meters; however, as a rule it is not
as easy to make recordings.
•
Heat meter
These can be used both with constant and fluctuating temperature levels with regard to domestic hot
water and cold water. The investment costs are higher than with flow meters but the recordings
(stored monthly values, record of maximum mass flow, etc.) are more convenient.
Provided that in the medium to long term no major conversions or changes in use are to be expected,
as a rule, very reliable design data can be obtained and also made available inexpensively. A
prerequisite for this is that the flats have a central supply of domestic hot water. With regard to the
recording intervals, daily values would be sufficient for the dimensioning of the solar thermal system.
A representative period for the recording should be at least a few weeks. If the measurements are
performed in summer, the reduced consumption in summer, up to 20% on average, must be taken
into consideration (see Figure 15 and Figure 19).
For recording hot water consumption, the position of the flow meter is important (as it is with the heat
meter). In this respect, care must be taken that only the hot water consumption is recorded which
really flows through the domestic hot water heater. The volume from the tap is of no importance
since cold water can be added to a greater or lesser extent depending on the desired temperature.
Likewise central devices for the addition of cold water (domestic hot water mixer) are to be taken into
consideration. Figure 16 shows the correct functional assembly of measuring devices to record
domestic hot water requirements.
24
Hot Water
Domestic Water Tank
TWW
TWW
TKW
WMZ
VZ
Hot-water Temperature
Cold-waterTemperature
Heat Meter
Flow Meter
Cold Water
TKW
WMZ
VZ
Branch Pipes
Figure 16: Correct functional assembly of volume flow and temperature measuring devices (volume
part and temperature sensors).
In addition to the consumption of domestic hot water, the loss through the hot water distribution
pipe, which has to be kept at the desired temperature, and the circulation pipe has to be taken into
consideration in non-potable water heating systems. Numerous measurements have revealed that in
unfavourable cases these even exceed the actual energy requirements for domestic hot water. For
this reason, we recommend that the heat loss in the circulation pipe should also be measured.
5.1.2
Consumption profile
Apart from the average domestic hot water requirements, the consumption profile is another
important parameter for dimensioning the system. The consumption profile describes the course of
consumption over a defined period of time. For example, annual, weekly and daily profiles are
frequently recorded. Knowledge of the consumption profile is particularly important in the case of
strongly fluctuating consumption such as in tourist centres or sports facilities. The seasonal
consumption profile is of particular interest for the dimensioning of the solar thermal system for multistorey residential buildings whereas the daily consumption profile does not have a great influence on
the system configuration. It is more the case that the highly time-resolved consumption distributions
(daily or hourly consumption profiles) are important parameters in the design of conventional heating
systems. In concrete terms, security of supply concerns the interaction between the components of
storage volume heated by the auxiliary heater, performance of the conventional auxiliary heater and
heat exchanger performance.
Figure 18 shows a consumption profile for a weekday recorded with a great deal of effort in multistorey residential buildings (for example with a daily consumption of 2,000 l at 45°C), as for example
used in simulation programmes for the design of solar thermal systems. This daily consumption profile
was prepared from extensive measurements, surveys and probability calculations (Jordan et al.,
2001). These results were divided into four categories (withdrawal of small amounts of water, medium
amounts of water, shower and bath), to which a withdrawal time and a medium volume flow were
assigned (see Figure 17). It can be seen very clearly that the category of “small amounts of water”
(< 5 l/min) accounts for the greatest annual length of time and the category "bath" (12 to 16 l/min)
accounts for the smallest annual length of time.
25
Total Period for the Different
Tappings [min/a]
800
700
Low Tapping
600
500
400
Average Tapping
300
Shower
200
100
Bath
0
0
5
10
15
20
Flow [l/min at 45°C]
90
85
80
75
70
65
60
55
50
45
40
35
30
25
20
15
10
5
0
0:
00
1:
00
2:
00
3:
00
4:
00
5:
00
6:
00
7:
00
8:
00
9:
00
10
:0
0
11
:0
0
12
:0
0
13
:0
0
14
:0
0
15
:0
0
16
:0
0
17
:0
0
18
:0
0
19
:0
0
20
:0
0
21
:0
0
22
:0
0
23
:0
0
0:
00
Hot Water Consumption [Litres at 45°C]
Figure 17: Progression of withdrawal time during different tapping categories as a function of the
tapping flow (Weiß, 2003).
Figure 18: Daily consumption profile for multi-storey residential buildings, constructed through
measurements and probability calculations for an example with a daily domestic hot water
consumption of 2000 litres at 45 °C (Weiß, 2003).
26
Hot Water Consumption [Litre/day at 45°C]
3 000
2 800
2 600
2 400
2 200
2 000
1 800
1 600
1 400
1 200
1 000
0
30
60
90
120 150 180 210 240 270 300 330 360
D a y o f th e Y e a r
Figure 19: Annual consumption profile generated from the daily consumptions profile where
measurements and probability calculations (with a daily mean domestic hot water consumption of
2000 litres at 45 °C) are taken into account (Weiß, 2003).
The annual consumption profile depicted in Figure 19 consists of daily consumption profiles lined up
with due consideration to the seasonal fluctuations calculated from the measurements. The seasonal
distribution can be approximately depicted by a sinus curve. Accordingly, maximum consumption
occurs in the months of February/March and minimum consumption in the months of July/August.
These seasonal fluctuations (up to around 20% is common) can be explained in principle by the
holiday season and the lower hot water temperatures required in summer due to the high outside
temperatures.
These aspects now have to be taken into consideration both with regard to the design of the solar
thermal systems and the overall domestic hot water plants. Solar thermal systems are generally
designed so that in the summer months with higher irradiation and slightly reduced consumption no
surpluses are attained. In designing complete domestic hot water plants, on the other hand, the peak
load is given priority to guarantee security of supply. Details of the dimensioning can be found in
Section 8.
5.2
Determining heating requirements
Apart from domestic hot water, the second largest source of consumption in multi-storey residential
buildings is heating energy. As shown in Figure 14, heating is required in Austria in the months from
September to May (around 5,000 operating hours). If the period of solar radiation is compared with
this demand period then it is apparent that the two do not correspond. The months with the lowest
amount of sunshine have the highest heating demand.
Nevertheless, solar thermal systems in multi-storey residential buildings can make a considerable
contribution towards covering heating demand particularly in the transitional period. If solar thermal
systems in multi-storey residential buildings are also to be used to support the heating system then
the heating requirements of the building need to be known for dimensioning the system.
27
The heating requirements indicate the amount of heat, calculated on the basis of a long-term mean
value, which has to be supplied to the rooms of the building during a heating season to ensure that a
given inside temperature can be maintained. The heating requirements of a building are normally
calculated on the basis of ÖNORM EN 832.
QHW = (QT + QV ) − η ∗ (Qi + Qs )
Equation 5
[kWh/a]
QHW
Annual heating requirements in kWh/a
QT
Transmission heat losses in the heating period in kWh/a
QV
Ventilation heating losses in the heating period in kWh/a
Qi
Internal heating gains in the heating period in kWh/a
Qs
Solar heating gains through transparent components in the heating period in kWh/a
η
Utilisation factor for heating gain
The monthly heat requirements are calculated using the long-term average monthly values for the
outside temperature at the site of the house, the length of the month and the specific transmission
losses. The solar gains and energy sources from internal heat sources are subtracted from this.
Following these two steps, the theoretical heating requirements of the house with an ideal control
system are determined (ÖNORM EN 832, 1998).
The computer-supported calculation program OIB (OIB, 1999) is the program most widely used in
Austria for the calculation of heating requirements and is characterised by the convenience of
calculating the heating requirements and the heating load.
Similar to the preparation of domestic hot water, the peak load which occurs in the supply of space
heat (heating load) is not the decisive value for dimensioning the solar thermal system. The heating
load in a building is required to dimension the conventional heat generator or the heat output. This is
available in any case as an intermediate or additional result of the calculation of heating requirements.
The standard which has served as the basis for this calculation since March 2004 is ÖNORM EN 12831.
6
Structural Integration of Solar Thermal Systems in Multi-Storey Residential
Buildings
The structural integration of solar energy systems plays a key role in the broad-based implementation
of solar-supported heat supply systems in multi-storey residential buildings. The issue here is to find a
common denominator for the architectural, energy efficiency and economic parameters. Although this
applies primarily to the integration of the collectors, consideration also has to be given to the
integration of the heat storage units and other components.
28
Architecture and aesthetics
Until recently, the topic of solar energy systems was primarily addressed by energy engineers, who
did not always manage to make people sufficiently aware of the many ways systems could be
integrated into buildings. A glance at the technological development of solar energy systems over the
past few years shows, however, that the most innovative developments occurred in the field of
structural integration. The structural integration of solar energy systems now covers a broad spectrum
of possibilities that can range from completely unnoticeable installations to elements that contribute to
the building’s overall design. Assimilation with the building’s envelope (roof and facade integration),
flexible building designs, prefabricated unit construction and flexible colour scheme are a few
examples of what is understood by the term structural integration today.
Energy efficiency
Solar energy systems generate heat and should therefore be constructed in such a way that they can
operate at top performance. This should also apply to structural integration (inclination, direction and
shade-coverage of the collectors). Numerous studies over the past several years have shown that
tolerances in the case of deviations from the energetic optimum frequently result in only minor
reductions in output and therefore do not pose a risk to profitable operation. To ensure that solar
energy systems can be introduced on a broad front, energy engineers should take advantage of this
considerable leeway and work together with the architects and clients to exploit the repertoire of
modern structural integration.
Economic efficiency
To ensure that investment costs can be reduced by the maximum amount, all potential synergies have
to be exploited. In the case of the innovative structural integration of collectors, this means that areas
should be put to double use, for example by aiming to achieve savings in conventional surfaces,
component layers, supporting structures, shading facilities etc. In addition, this could also reduce
transmission heat losses and the amount of assembly work required.
6.1
Roof integration of solar collectors
The most common form of structural integration for solar collectors is roof integration. It involves
mounting the collector on top of the existing supporting structure so that the collector also provides
protection from the elements. Assembly with the help of cranes is the standard method used for
industrially manufactured large-area collectors (Figure 20). In some projects, prefabrication and cost
reductions have already been made to the extent that roofing elements assembled at the plant
(consisting of supporting structures, heat insulation and collector) only have to be moved to their
proper location at the construction site (Figure 21). The hydraulic connection of the individual largearea collectors and the installation of the main lines are carried out in the attic, which is protected
against the weather.
29
Figure 20: Crain assembly of large-area collectors (picture source: S.O.L.I.D., Styria, Austria).
Figure 21: Crain assembly of the entire roof elements with support construction and collector field
(picture source: Wagner & Co, Germany).
Roof-integrated collectors provide reliable protection from the elements and have standardised
connections to the conventional part of the roof. In order to reduce the number of interfaces, most
solar energy companies also offer weatherproof connection to the conventional part of the roof (allround sheet metal covering). To ensure that investment costs are as low as possible, individual small
collector surfaces are not used in practice for large solar energy systems. Instead, an attempt is
always made to cover the largest contiguous surface possible with collectors. In practice, a particularly
cost-efficient solution is to build roofs consisting solely of collectors (see Figures 22 to 25).
A basic principle here during the building planning phase is to ensure that none of the building’s
openings (for chimneys, ventilation shafts etc.) penetrate the south-facing roof surface. Although solar
energy companies offer special variable formats for collectors, the least expensive solution is to take
such things into account during planning of the building.
30
Figure 22: It is aimed to accomplish a roof consisting solely of collectors to buildings in multi-storey
residential (picture source: S.O.L.I.D., Styria, Austria).
Figure 23: It is also possible to adjust the collector area to the form of the roof (picture source: Teufel
& Schwarz, Tyrol, Austria).
Figure 24: Solar collectors can be adjusted to existing geometrical building constructions (picture
source: AEE INTEC).
31
Figure 25: South orientated roof construction totally covered with collector area (picture source:
Teufel & Schwarz, Tyrol, Austria).
6.2
Collector assembly with frame structures
For cost reasons, on-roof collectors are rarely mounted on new buildings with sloped roofs. The multistorey, flat-roofed residential buildings extremely common in urban areas offer much greater potential
for erecting on-roof collectors. Compared to roof-integrated collectors, on-roof collectors are exposed
to wind and weather on all sides, thus requiring an appropriate collector structure. As far as costs go,
there is no great difference between on-roof and roof-integrated collectors. The main difference is in
the costs of the collector support structure and the weatherproof installation of the connecting lines.
Figures 26 and 27 depict actual examples of frames used for solar collectors on flat roofs.
Figure 26: Three rows of collector area placed on a part of the building with flat roof (picture source:
S.O.L.I.D., Styria, Austria).
32
Figure 27: The entire collector area mounted on the building roof with the shortest possible way to
the heating unit transfer station (picture source: Solution Solartechnik, Upper Austria, Austria).
The appropriate wind loads have to be taken into account when measuring and installing the frames
and the mountings. While only suction forces have to be taken into account for roof-integrated
collectors, collectors that are set up in the open are subject to wind forces (suction wind and wind
pressure) from all directions. Extensive calculations of wind loads and of the static requirements can
be found in the publication titled “Große Solaranlagen – Einstieg in Planung und Praxis” (Remmers,
1999). As shown in Figures 28 to 32, in practice structural engineers and solar technology companies
use different mounting techniques.
Figure 28: Each support construction break through the sealing surface of the flat roof. Because of
many breakthroughs and thereby a higher risk for leakage should this mounting technique be avoided
(picture source: AEE INTEC).
33
Figure 29: Large-area collectors mounted with a continuous construction. The construction is fixed on
the roof on only a few places and the breakthroughs to the roof can thereby be reduced discontinuity
(picture source: AKS DOMA Solartechnik, Vorarlberg, Austria).
Figure 30: The collector construction is mounted on two rows of concrete foundation with a dead-load
of the structure accordingly. This way the roof must not be broken through, but the static dimension
of the roof has to take the weight of the concrete into account (picture source: AEE INTEC).
If the collector is connected directly to the flat roof structure (Figures 28 and 29), the number of
penetrations in the sealing surface should be kept to a minimum. Penetrations in the sealing surface
increase installation costs while also increasing the risk of leaks. Another form of wind-proof collector
installation is the use of foundations with a high dead weight (Figures 30 and 31). Concrete bases are
generally used for this purpose. These bases are lifted onto the flat roof by means of a crane, and
they serve as the foundation for the collector mountings. Although this ensures that no penetrations
are made in the roof’s sealing surface, the roof structure has to withstand the additional load. If
weather protection is generally provided by a sheet metal roof (as is frequently the case in some
regions of Austria), appropriate clamping profiles can be used to mount the collector frame to the
standing seam (see Figure 32).
34
Figure 31: The collector construction is mounted on diagonal arranged concrete foundations with a
dead-load of the structure accordingly. This way the roof must not be broken through, but the static
dimension of the roof has to take the weight of the concrete into account (picture source: AEE
INTEC).
Figure 32: Clamping profiles mount the collector frame to the standing seam (picture source: Solution
Solartechnik, Upper Austria, Austria).
In addition to numerous advantages and disadvantages, the various mounting possibilities do have
something in common: The requirements (with regard to statics, sealing issues etc.) have to be
defined in close cooperation with the participating planners (architects, structural engineers etc.) and
then used as a basis for solutions.
35
Another important issue when installing solar collectors on flat-roof frames on multi-storey residential
buildings is that several rows of collectors might shade each other. The inclination angle of the solar
collectors should always be determined in accordance with how the solar heat is used (domestic hot
water or heating support). Possible reasons which prevent the energetically optimal inclination angle
from being used are the desire that the collectors not be visible from the ground and a lack of space
to ensure a shade-free installation of the collectors. Collectors with a small inclination angle or a low
construction height produce shorter shadows, thus allowing the distance between the rows to be
reduced (see Figure 33). The lowest elevation of the sun (21 December) should be taken into account
when measuring the distance between the rows.
H = L * sin α
D=
Equation 6
[m]
L * sin [180 − (α + ε )]
[m]
sin ε
Equation 7
D
Distance between the rows of collectors [m]
L
Collector length [m]
H
Collector height [m]
α
Collector inclination angle [°]
ε
Insolation angle [°]
L
H
a
e
D
Figure 33: Variables influencing the distance, D between the assembly rows.
36
6.3
Facade integration of solar collectors
The material that has had the most influence on architecture over the past few years is glass. The
transparency of this material allows interior and exterior areas to merge and produces a feeling of
spaciousness and openness. As a result, glass technology has made major advances with regard to
statics, heat insulation and light transmission and the price has fallen thanks to increased production
volumes.
Solar technology has the potential to influence facades to the same degree over the next decade.
Existing examples have created quite a stir and have received numerous awards.
Whereas the development of inclined collectors has moved towards optimum roof integration, facade
collectors are now clearly becoming a part of the outer shell of a building and influencing its design
(Figures 34 and 35).
Figure 34: The façade integrated collector area has become increasingly important in the recent years
(picture source: AKS DOMA Solartechnik, Vorarlberg, Austria).
37
Figure 35: Results from research projects and product development have also made façade collectors
interesting for multi-storey residential buildings (picture source: Holleis Solartechnik, Salzburg).
When used in multi-storey residential buildings, facade collectors have a lower energy yield than
inclined collector surfaces. Despite this, facade collectors offer some interesting economic possibilities.
Facade-integrated solar collectors do not necessarily have to be back-ventilated, but, depending on
the specific conditions, can instead be mounted directly on the exterior wall.
In this way, a facade collector that is not back-ventilated vastly improves resource and energy
efficiency by exploiting synergy effects with the exterior wall. This applies particularly to multi-storey
residential buildings because of the comparatively large surface areas that are affected. The main
functions of a facade collector that is not back-ventilated are:
•
•
•
•
•
•
Serving as a solar collector
Improving the building’s heat insulation
Serving as a passive solar element when there is little sunlight (collector without any flow)
Collector glazing provides weather protection for the facade
Influencing the design of the facade
Noise protection
As a result, the main advantages of facade-integrated collectors that are not back-ventilated are:
•
•
•
•
•
Reduction of transmission heat losses
Cost reduction through the joint use of components
Replacing the conventional facade and providing an additional function by producing energy in
its role as a thermal solar collector
No maintenance such as painting or patching of the plaster required
Suitable for new buildings as well as for renovated structures
The following summary of the required structural conditions is taken from the results of a
comprehensive research project (Müller et al., 2004).
6.3.1
Heat and moisture transport through wall structures
In principle, exterior walls and roof structures have to adhere to the relevant standards and building
codes with regard to heat, moisture and noise protection.
Unlike back-ventilated facade collectors (moisture can be removed through the back ventilated layer)
the collector insulation in collectors that are not back-ventilated is also part of the wall insulation, i.e.
the collector is an integrated part of the whole exterior wall system (Figure 36).
38
Fassadenkollektoren
Diffusion
Diffusion
Baufeuchte
A
I
hinterlüftet
A
I
nicht hinterlüftet
Figure 36: Moist diffusion in wall constructions with back-ventilated and not back-ventilated façade
collectors.
Figure 37: Façade collectors without back-ventilation in
a terraced house in Graz, Austria. The collector is
statically an independent element with the backboard
serving as reinforcement (picture source: AKS DOMA
Solartechnik, Vorarlberg, Austria).
Figure 38: Mounting of a prefabricated outer
wall with façade collectors without backventilation: the collector is not statically
independent, but serves as a part of the outer
wall construction (picture source: AKS DOMA
Solartechnik, Vorarlberg, Austria).
39
If a non-back-ventilated collector is placed on the wall exterior, the requirements valid for
conventional exterior walls (that the wall structure permits diffusion to the outside) can no longer be
fully complied with. In this case, moisture transport and therefore the drying of the material must take
place towards the inside. Building physicists have to take this into account when planning non-backventilated facade collectors.
Moisture accumulation in the exterior wall can have various causes. Particularly in the case of masonry
wall constructions, these accumulations can be caused by building moisture during the first few
months of construction. In addition, these accumulations can be caused by moisture intruding from
inside or outside the building.
While structural measures can be used to prevent moisture (such as rain) from entering the wall from
outside the building or at least keep such intrusions to a minimum, special attention should be paid to
diffusion and air flows in order to prevent moisture from entering from inside the building.
Because the materials used for the collector on the cold exterior of a wall are relatively vapour
retarding, water vapour can only be removed to the outside to a limited extent. Similar to the situation
with composite heat insulation systems, the wall must therefore mainly dry out towards the inside.
Condensation within the component interiors is particularly harmful when the condensation water
cannot be stored and released, when the construction materials are damaged by the condensation
water or when the accumulated condensation water does not fully dry out in summer.
On the basis of extensive calculations and measurements of the moisture balance of various types of
wall structures with facade collectors, it is possible to make the following planning recommendations.
However, these recommendations cannot replace the inspections of the final structure by an expert
planner (building physicist) (Müller et al., 2004).
•
Since most of the moisture is dissipated to the interior when non-back-ventilated collectors
are used, there should not be any excessive building moisture in the structure when the
occupants move in. Attention should particularly be paid to this when dealing with reinforced
concrete and wooden exterior walls.
•
On the basis of numerical calculations, condensation water can be expected to accumulate at
times in the air gap between the collector and the heat insulation in structures made of
reinforced concrete or lime-sand bricks. In such cases, it is recommended that, at the very
least, an expansion layer or a non-vapour retarding separation layer be used. Plans have to
take into account the need to ensure appropriate drainage of any non-harmful condensation
water.
•
Impermeable surface materials, such as tiles, should not be used on the inside if possible,
since this prevents or slows down the drying of the structure toward the inside.
•
When statically independent collectors are placed in front of vapour-retarding rear walls (e. g.
those made of aluminium) condensation water sometimes accumulates between the collectors
and the heat insulation. Because this moisture dries out in summer, it generally is not
harmful. Care should be taken, however, that the adjacent components and materials are not
damaged.
•
It must be ensured that exterior wall structures — particularly in the case of lightweight
wooden structures — are airtight on the hot side. In the case of lightweight wooden
structures, thin vapour retarders should be preferred to thick vapour barriers since the
structure will otherwise be initially subject to high humidity levels. This also applies to brick
buildings with open vertical joints.
40
6.3.2
Reduction of the effective U-value of the outside wall
A non-back-ventilated facade collector is even beneficial when the facility is not in operation, serving
as a so-called passive element. Even when the insolation is low, temperatures at the absorber are
higher than in the surrounding area. This reduces the transmission heat losses on the section of the
wall with a collector, a fact that is expressed in a reduction of the effective U-value. This U-value,
which is calculated on the basis of the actual values for the heat flow and the inside and outside
temperatures, is designated as the effective U-value (Ueff).
Unlike the static U-value, the effective U-value is not constant, as it is dependent on the prevailing
conditions, such as the intensity of the solar radiation and the inside and outside temperatures. If a
non-back-ventilated collector in the facade is heated up, the effective U-value drops and the need for
heating is consequently reduced.
Figure 39: The effective U-value of the outer wall is reduced with the application of non backventilated façade collectors (picture source: SIKO Energiesysteme, Tyrol, Austria).
Extensive studies (Müller et al., 2004) have shown that on a sunny winter’s day the Ueff -value can be
reduced by up to 90 percent through the use of selectively coated absorbers and by up to 85 percent
when non-selective absorbers are used. In fact, the Ueff can still be reduced by up to 50 percent for
selective absorbers and up to 35 percent for non-selective absorbers even on bad-weather days when
insolation is low.
This clearly shows that built-in facade collectors can bring about a substantial reduction in heat losses.
On sunny days, the heating of the collector can also lead to a heat flow into the room, which counts
as a further energy gain.
6.3.3
Coloured absorber layers
It became apparent during discussions with architects that they see a need for coloured absorbers
before facade collectors can be used on a wide scale (Stadler et al., 2002). Architects demand the
same of thermal solar collectors as they do of any other building component, i.e. that it be suitable for
use as an architectural design feature.
41
As a result, the absorbers need colour coatings with nearly the same performance as the mostly black
coatings already available on the market. This requirement is understandable considering that
reductions in absorber performance lead to larger collector surfaces and consequently to higher costs.
Up to now, colour collectors have consisted merely of absorbers covered with conventional
temperature-resistant paint. However, these coatings do not achieve the same performance level as
conventional collectors.
Figure 40: Different colours are available for efficient absorber layers (picture source: AEE INTEC).
Figure 41: Application of coloured absorber layers in multi-storey residential buildings (picture source:
Teufel & Schwarz, Tyrol, Austria).
Recent research results have shown that special coating techniques would also allow the production of
colour absorber layers that have the same level of efficiency as black solar paint coatings.
42
6.4
Integration of energy storage units in buildings
The size, location and geometric shape of energy storage units have a large influence on the energy
efficiency of the overall system. To keep heat losses (see Section 9) and capital costs to a minimum,
the energy storage units should, if at all possible, consist of a single container. For energy reasons,
they should also be placed within the building if possible. This ensures that the heat losses that occur
despite the very best heat insulation are directed into the building. Because of the typical geometrical
shape of storage units for multi-storey residential buildings (see Figure 42) the usual room heights
and inside door widths are insufficient to allow a single energy storage unit to be appropriately
integrated into the building after the structure is completed.
For this reason it is necessary that:
•
•
The exact location of the energy storage unit (a central location should be chosen to ensure
short pipe lengths) is already laid down during the planning phase. In general, this should
also take into account settling of the foundation slab in this area.
The energy storage unit should be installed into the building in line with the progress of
construction (prior to the completion of the basement ceiling). The surfaces of the energy
storage unit should be adequately protected against damage and corrosion during
construction work.
Figure 42: Energy storage tanks in multi-storey
residential buildings have already to be integrated in
the planning phase due to their size and position
(picture source: AEE INTEC).
Figure 43: The energy storage tank is as
standard lowered into the foundation and
installed prior to the construction of the
basement ceiling (picture source: AEE INTEC).
43
The insulation of the storage unit has to be taken into account when defining the required room
height. In the upper storage area, this should have a thickness of around 300 mm. In the outer casing
there has to be enough space toward the walls for an insulating layer at least 200 mm thick (plus the
required space for the proper mounting of the device).
Whilst energy storage units should always be located within buildings for energy reasons, their
placement also can serve as a design feature for architects. Various architects have used heat stores
in the past as visible design features for displaying innovative heat supply systems and the use of
renewable sources of energy (Figures 44 and 45). Although the resulting increase in heat loss can be
almost completely offset by using correspondingly thicker insulation materials, the need for secure
long-term weather protection leads to higher capital costs.
Figure 44: Energy storage tank integrated
deliberately visible in the building (picture
source: AEE INTEC).
Figure 45: Part
of the 100 m³
energy storage
tank appears
from the
underground in
the middle of
the housing
estate GneisMoos (picture
source: AEE
INTEC).
44
7
System Hydraulics
The choice and design of system hydraulics has a major effect on ensuring satisfactory operation
while requiring as little supplementary heating energy and maintenance as possible. For this reason, it
is recommended that great care be taken during this planning phase and that the system hydraulics
selected is adapted to the specific requirements. A large number of different hydraulic concepts are
available, depending on the application (consumers, consumption profiles, type of conventional heat
generator, geometrical boundary conditions, etc.) and the system size. These concepts are described
in detail in the following sections, thus simplifying the selection of the most favourable system
hydraulics.
This section begins with a description of the requirements and conditions that apply equally to all
applications of solar-supported heat supply systems.
7.1
Basic information about solar-supported heat supply systems
7.1.1
Domestic water temperature and water hygiene – legionella bacteria
When defining the temperature of domestic water, the primary concern must be user comfort. As a
result, the minimum temperature at the tap should not drop below 45°C to ensure it is still usable. On
the other hand, domestic water temperature must not exceed 60°C in order to prevent scalding, lime
scale and corrosion, and to keep heat losses to a minimum. In addition to the aspects mentioned
above, hygienic requirements also have to be taken into account.
The most common bacteria in drinking water are the so-called legionella. These bacteria are difficult
to detect and they occur naturally in all types of fresh water. Healthy people are only rarely infected,
however, and this is generally only possible by inhaling small droplets of legionella-contaminated
water. In contrast, drinking this water is not harmful. It is very difficult to determine what kind of a
threat legionella pose, since it is not known whether there is a minimum infective dose and there are,
as a result, no clear threshold or guideline values.
Legionella growth is dependent on the water temperature, the surrounding materials (iron promotes
growth while copper hinders it), the bacterial culture medium and the water’s pH value. The optimum
growth temperature is between 30 and 45°C. Temperatures of at least 55°C cause the bacteria to die
off completely, provided they are subjected to this temperature for long enough. In addition to
thermal disinfection, chemical and UV disinfection can also be employed. Thermal disinfection is now
the most commonly used method for domestic water heating systems.
In order to minimise the risk of Legionnaires’ disease breaking out, the German Technical and
Scientific Association on Gas and Water (DVGW) has drawn up a corresponding set of regulations
(Worksheet W551 for new systems and Worksheet W552 for existing systems). The information is
summarised in Table 2. Austria has no comparable guidelines concerning legionella.
In general, it should be noted that legionella are not a problem affecting only solar-supported heat
supply systems for domestic water, but all conventional domestic water heating systems as well.
45
This is made clear in the DVGW worksheets, which state that multi-storey residential buildings
equipped with central heat supply systems for domestic water should be fitted with appropriate
hydraulic and thermal systems since even if the domestic water store has a capacity of ≤ 400 l, the
hot water distribution system with the circulation line certainly has a capacity of > 3 l.
According to the DVGW, special measures are not required for systems with decentralised heating of
domestic water (small domestic water stores or continuous flow water heaters). From their very
nature, such individual apartment units therefore have certain hygienic and thermal advantages.
7.1.2
Important characteristics for solar-supported heat supply systems
Various characteristics are used to assess and compare solar energy systems and heat supply
systems. In addition to characteristics that only describe the solar energy system, it is recommended
that characteristics which provide meaningful information on the quality of the overall solar-supported
heat supply system also be used. In the following sections, definitions will be provided of the “degree
of solar coverage”, the “specific yield” and the “annual degree of system utilisation”. To ensure that
the reference quantities and energy flows can be clearly assigned, the essential parameters are
entered in Figure 47 in accordance with their definition and their “position within the system”.
Figure 46: Modern solar-supported heat supply systems combine the hydraulic concepts with hygienic
harmlessness in high energy efficiency (picture source: AKS DOMA, Vorarlberg, Austria).
7.1.2.1
The degree of solar coverage (SD)
The most commonly used value for assessing thermal solar energy systems is the degree of solar
coverage, which describes how much of the energy provided is supplied by the solar energy systems.
However, there is no uniform mathematical definition of the degree of solar coverage. In the literature
46
and commercial simulation programs, this value is computed on the basis of different equations,
which sometimes lead to very different results.
Domestic water heater
Domestic water heater
≤ 400l and pipe contents
from the heater ≤ 3l
Domestic water heater
> 400l and pipe contents
from the heater ≤ 3l
Domestic water heater
≤ 400l and pipe contents
from the heater > 3l
Domestic water heater
> 400l and pipe contents
from the heater > 3l
Minimum thermal
requirements
None
Temperature upon exiting
the domestic water
storage tank ≥ 60°C
The entire preheating
system must be heated
up once a day (for a
domestic water storage
tank) to ≥ 60°C
Return temperature of
any circulation lines ≥
55°C
Table 2: Requirements for domestic water heating systems according to the DVGW worksheets (W551
and W552)
According to the usual definition, which is also used in this publication, the losses to collectible energy
(energy supplied to the consumer) are added when computing the degree of solar coverage. It is
defined as follows:
Equation 8:
Solar Coverage, SD =
QSolar
Qkonv We + QSolar
[%]
Qsolar
annual heat input to the solar heating system in kWh, as measured on the secondary side of
the solar energy circuit.
Qkonv We annual heat input to the conventional heat generator in kWh, as measured between the heat
storage unit and the conventional heat generator.
The energy quantities (solar energy and supplementary heating energy considered here are defined
as inputs into the storage unit and are measured before entering it. This means that all system losses
(storage losses, heat distribution losses etc.) are taken into account starting from the storage unit.
However, this does not include supply line losses in the solar energy circuit or the provision of
supplementary energy. The reference period is usually one year. However, if needed, it can be
calculated for any length of time desired.
47
7.1.2.2
The specific solar energy yield (SE)
The specific solar energy yield describes the annual amount of energy supplied to the heat storage
unit from one square metre of collector surface. The gross collector surface area is used to compute
the specific solar energy yield. Compared to other calculation results, the kind of surface (absorber,
aperture or gross collector area) the specific yield refers to must always be indicated (see Figure 47).
The reference period is usually one year. However, if needed, it can be calculated for any length of
time desired.
G
ss
ro
A
ea
Ar
rtu
pe
re
e
Ar
a
A
er
rb
o
s
Ab
a
re
Apartment
QHW
QSolar
T3
WW
KW
QBW
T2
Qkonv We
Additional
heating
Figure 47: Allocation of the heat flow and reference values in the solar thermal system.
Equation 9:
Specific solar energy yield, SE =
QSolar
A Gross collector area
[kWh/m²a]
Qsolar
annual heat input to the solar energy system in kWh
AGross collector area
gross collector area in m²
The specific solar energy yield is often said to be the crucial parameter for measuring the capacity of a
solar energy system. For a correct interpretation of this parameter, the size of this system (i.e. its
degree of solar coverage) and the system losses (storage and heat distribution losses) have to be
taken into account.
48
7.1.2.3
The annual degree of system utilisation (SNutz)
Systems for providing domestic hot water and heating display losses from the heat generation stage
all the way to the actual consumer (residents' demand for domestic hot water and also the heat
emission from the systems). These losses must be taken into consideration when evaluating the
system designs. The efficiency of the overall solar-supported heat supply system can be described by
using the annual degree of system utilisation. The annual degree of system utilisation is generally
defined as output divided by input. The output is defined as the amount of energy supplied at the
point of use (taps for domestic hot water as well as heat emission systems). The input is defined as all
the heat quantities (from solar energy systems and conventional heat generators) that are supplied to
the heat storage unit. The value therefore has the following definition:
Equation 10:
Annual degree of system unitlisation, SNutz =
QHW + QBW
[%]
Qkonv We + QSolar
QHW
Annual heating demand of the residential units in kWh
QBW
Annual domestic water demand of the residential units in kWh
Qkonv We Annual heat input of the conventional heat generator in kWh
Qsolar
Annual heat input of the solar energy system in kWh
7.1.3
Low-flow systems for solar energy facilities in multi-storey buildings — speed control and
loading strategies
7.1.3.1
Low-flow vs. high-flow systems
Large thermal solar energy systems should always be operated in accordance with the low-flow
principle. This covers specific collector mass flow rates of approx. 5 – 20 kg/m²h. Compared to high
flow systems (21 – 70 kg/m²h), which should only be used for small systems (solar energy systems in
single-family homes), this results in a far higher temperature increase per collector cycle. Whereas the
storage temperature is slightly increased during each collector cycle of a high-flow system (assuming
that the intensity of solar radiation remains unchanged), low-flow systems can achieve their useful
temperature (65 °C, for example) in a single collector cycle. To ensure that this high temperature
level is made directly available to the consumer (without any intermixing if possible) the heat storage
unit must be charged with heat at the appropriate temperature.
49
Figure 48: Solar thermal system in a multi-storey residential building should be operated through the
low-flow principle (picture source: AEE INTEC).
If the appropriate hydraulic system and correctly sized system components are used, low-flow solar
energy system operation in multi-storey buildings can result in the following benefits:
•
•
•
•
•
Because of their relatively low volume flows, low-flow systems require substantially smaller
pipe dimensions for the supply lines (feed and return) and therefore result in lower capital
costs.
Compared to high-flow systems, low-flow systems require and also enable long thermal
lengths in the collector interconnection (long series connections). For this reason, serial fields
measuring up to about 80 m² (in special cases up to 100 m²) of collector area can be flowed
through, depending on the absorber geometries and the related drop in pressure. The amount
of pipework required is therefore substantially reduced, as only a single feed point to each of
the main lines (feed and return) is necessary for the entire field. In comparison, the limit for
series flow collector area in high-flow systems is between 20 and 25 m², depending on the
absorber geometries and the related drop in pressure. This advantage of low-flow systems
substantially reduces not only the amount of hardware (pipes, insulation) needed, but also the
amount of assembly work and therefore also the capital costs.
Compared to high-flow systems, the reduction in the amount of pipework required and the
substantially smaller diameter of the remaining pipes significantly reduces the heat losses and
therefore substantially increases the annual degree of system utilisation.
Because of the reduced volumetric flow rate, a substantially lower hydraulic pumping power is
required and therefore also a lower electric pump power.
Because the useful temperature is quickly reached, the need for supplementary heating is
reduced in correctly dimensioned and operated low-flow systems.
Table 3 depicts the range of specific mass flow rates of the various operating modes of the solar
installations and the differences in the total mass flow rate in the feed and return piping of an
assumed collector area of 200 m². This example shows that large manifold cross-sections and electric
pump power ratings are required when the high-flow operating mode is used in large-scale solar
energy systems. The costs of installing and operating the system would therefore soon exceed
acceptable limits.
50
The design mass flow rate for the primary circuit of the solar energy system can be calculated as
follows:
m Pr imary = ACollector × m specific
Equation 11
m Pr imary
Mass flow rate in the primary circuit of the solar energy system
ACollector
Net absorber area
m specific
Specific mass flow rate in the primary circuit of the solar energy system
Designation
Mass flow rate
Range of the
for a collector
spec. mass flow
area of e.g. 200
rate
m²
Low-Flow
5 – 20 kg/m²h
12 kg/m²h ⇒
2,400 kg/h
High-Flow
21 – 70 kg/m²h
45 kg/m²h ⇒
9,000 kg/h
Low-Flow —
speedcontrolled
5 – 20 kg/m²h
1,000 to
4,000 kg/h
Table 3: Comparison of mass flow rates for high, low and matched flow systems
7.1.3.2
Speed control of primary and secondary circuits in the solar thermal system
Experience has shown that the amount of supplementary heating required for solar energy systems in
multi-storey residential buildings can be reduced if the volumetric flow rate for the low-flow mode is
adjusted to match the prevailing insolation on the collector surface. The design volumetric flow rate is
then at the upper limit for low-flow systems (about 15 to 20 kg/m²h). By regulating the speed of the
pumps of the solar energy system’s primary and secondary circuits (down to a minimum of 5 kg/m²h),
the useful temperature can be reached even when insolation is low. In the best case, there is no need
to switch on a conventional heat generator either. This speed control principle for primary and
secondary circuit pumps is also known as matched flow in technical terminology.
Figure 49 shows where the temperature sensors are positioned for speed control of the solar energy
system’s primary and secondary circuit pumps as described in the following example.
51
T1
ld
fe
r
o
kt
le
l
Ko
T4
T5
T6
T2
Figure 49: Allocation of the temperature sensors corresponding to the speed control criteria of the
primary and secondary pump, listed in table 4.
Note that this allows the system’s efficiency to be increased even though the capital costs remain
practically unchanged (most of the sensors are in any case needed for automated functional checks).
The criteria for a possible speed control system are shown in Table 4.
T1 > (T2 + 7K) ⇒
P1 On (max. speed)
7K because it is assumed that the heat exchanger’s temperature difference rating is 5K and the heat
losses of the primary circuit’s feed piping are 2K.
T3 > (T2 + 5K) ⇒
P2
On (max. speed)
5K because the heat exchanger’s temperature difference rating is assumed to be 5K
Speed control of P2 at 65°C to T5
Speed control of P1 at a nearly constant ∆T (between T5 and T6 or T3 and T4)
Speed reduction of P1 and P2 to a max. of 25% of the rated speed
Table 4: Sample criteria for the speed control of the primary and secondary circuits of a solar energy
system
52
Figure 50: Standard by the solar thermal systems in multi-storey residential buildings: crane mounting
of the large area collectors (picture source: AEE INTEC (left), SIKO Energiesysteme, Tyrol, Austria
(right)).
Frost protection shutoff switch for the secondary circuit of a solar energy system
If pumps P1 and P2 (see Figure 49) are not switched on at the same time, the secondary circuit of the
heat exchanger (without antifreeze mixture) is in danger of freezing if the external temperature drops
below 0°C and the system has very long exposed pipes. If the collector is warmer than the lower part
of the storage unit , pump P1 is switched on regardless of the outside temperature. Especially in the
case of very long exposed pipes, the temperature of the heat transfer medium between the collector
and the heat exchanger can then drop below 0°C. This operating state does not pose a problem for
the primary circuit, since the heat transfer medium contains sufficient amounts of antifreeze.
However, if the heat transfer medium “plug” reaches the heat exchanger with temperatures below
0°C, the pure water contained in the heat exchanger’s secondary circuit might freeze and therefore
damage the heat exchanger or the adjacent pipes. To prevent this from happening, a system
equipped with such exposed pipes should have its secondary circuit pump switched on before
reaching a temperature of +3°C at T3 (see Figure 49) as a precautionary measure. The disadvantage
of a small amount of mixing in the heat storage unit is very minor compared to the costs resulting
from the damage caused by frost.
7.1.4
Collector interconnections
In large-scale solar energy systems, the interconnection of the collectors is very important from both
an energetic and an economic standpoint. The following aspects should therefore be taken into
account as far as possible:
•
•
•
•
The heat transfer between the absorber and the heat transfer medium should be made as
efficient as possible by employing corresponding flow rates in the absorber pipe (turbulent
flow)
The pressure loss due to flow through the collectors should be as low as possible
The geometric shapes of the collectors should be chosen on the basis of the areas on which
they will be mounted (in order to reduce costs, large-scale collectors should be used that
possess standard geometric shapes as defined by the manufacturers)
There should be as little pipework as possible in order to reduce heat losses and the cost of
materials and installation
53
Large-scale solar energy systems in particular have a much greater potential for minimizing collector
interconnection costs (the cost of materials and installation) and reducing heat losses than do smallscale systems. This potential can be exploited by using large-area collectors and by intelligently
interconnecting the individual collector components.
7.1.4.1
Large-area collectors
Large-area collectors are industrially prefabricated collector components that have a standard size of
up to 12 m² (made-to-order components measuring up to 20 m² are available as well) and a finished
internal hydraulic interconnection. Large-area collectors are generally installed directly by the
manufacturer of the solar energy system using mobile cranes. The effort required to install the system
is significantly reduced as a result. Experience has shown that an installation team (1 mobile crane, 4
installers) can install and hydraulically interconnect up to 300 m² of collector area per day when
setting up roof-integrated large-area collectors. In the case of free-standing large-area collectors, the
potential daily capacity including set-up and securing of the system against wind loads is approx. 100
m² of collector area. Figure 50 depicts the crane-supported installation of commercial large-area
collectors.
7.1.4.2
Efficient collector pipework
It is mistakenly thought that a low-flow system can be created by simply operating a high-flow
collector interconnection at a lower flow rate than usual in order to attain higher collector outlet
temperatures. In many cases the fluidic conditions within the collector are ignored, which leads to
unnecessary reductions in the yield of the solar energy systems. Characteristic features of low-flow
interconnections are the long thermal lengths and the small number of parallel strings (adjusted to the
geometric shape of the absorbers). In combination with the low specific mass flow rates typical of
low-flow systems this results in a large temperature increase within the collector cycle and a largely
turbulent flow.
54
Figure 51: Serial connection of large area collectors with internal connections reduces piping costs and
heat losses, but favour the heat transmission (picture source: Teufel & Schwarz, Tyrol, Austria).
This is why low-flow systems are ideal for series connections of large-area collectors. Furthermore,
they allow pipework to be kept to a minimum if the hydraulic systems are intelligently laid out. As
mentioned in Section 7.1.3, serial fields measuring up to about 80 m² (up to 100 m² in the case of
appropriate absorber pipe geometries) of collector area can be flowed through, depending on the
absorber geometries and the related drop in pressure. The amount of pipework required is therefore
substantially reduced, as only a single feed point to each of the main lines (feed and return) is
necessary for the entire field.
In any event, care should be taken that even large-scale solar energy systems in multi-storey
residential buildings do not experience pressure losses in their collector fields of more than 40,000 Pa
(corresponding to 4 mWS). Pressure loss curves for individual collectors (different mass flow rates and
corresponding heat transfer medium concentrations) to determine the loss in collector pressure can be
ordered from the manufacturers.
Figure 52 depicts two different interconnection possibilities for a roof-integrated gross collector area of
approx. 160 m² (a collector strip measuring approx. 40 m × 4 m and consisting of 16 large-area
collectors each measuring 5 m × 2 m). To clarify the arrangement of the collector area, a sectional
view is shown in Figure 53. The upper circuit diagram only consists of two parallel collector fields with
80 m² of gross collector area each. The advantage of this set-up is that only two connections at the
feed and return pipe are needed for the entire interconnected system. The pipes that would otherwise
be required for distribution can be dispensed with completely because the correspondingly defined
internal interconnections are used for this purpose.
Advantageous Hydraulics
ca.2m
ca.4m
Manual,
temperature-resistant
bleed point
ca.5m
ca.80m
Disadvantageous Hydraulics
Manual,
temperature-resistant
bleed point
Figure 52: Two examples of collector interconnections for a roof integrated collector area with 160 m²
gross area: there is hardly any need for pipe work in the upper hydraulic. The lower hydraulic need an
additional 90 m pipe work.
55
C
o
ct
e
l
ol
r
d
el
i
F
Heating Station
Figure 53: Cross-section of a collector assembly.
The lower hydraulic system shown in Figure 52 is an example of a comparatively disadvantageous
type of interconnection. Designed for high-flow systems, this type of interconnection consists of eight
parallel collector groups, each of which has approx. 20 m² of gross collector area. Each of these
groups has to be independently connected to the feed and return pipes (manifolds). All in all, the
lower variant of this example would lead to over 90 m of additional pipework. This would not only
result in higher capital costs, but also produce far higher heat losses.
This applies not only to the roof integration of collectors, but also to flat-roof installations with support
frames. A good example of a collector interconnection with frame-supported collectors is shown in
Figures 54 and 55. By connecting individual large-area collectors in series, external pipework can be
reduced in this example as well. It should be noted, however, that the feed point for the manifolds
does not have to be located in the centre, but can instead be positioned on the front, depending on
the location of the building services such as heating, ventilation, air-conditioning and plumbing areas.
Advantageous Hydraulics
Manual,
temperature-resistant
bleed point
Manual,
temperature-resistant
bleed point
Manual,
temperature-resistant
bleed point
Figure 54: Example of collector interconnection for flat roof installations with 160 m² gross collector
area: there is hardly need for pipe works because of the serial connection by big size collector area.
56
o
ct
ll e
o
C
ld
ie
f
r
C
ld
ie
f
r
to
c
le
ol
Heat Station
Figure 55: Cross-section of a collector assembly.
Unlike the situation with small-scale systems, it is recommended that Tichelmann-type collector
interconnections should not be used for solar energy systems in multi-storey residential buildings. The
Tichelmann principle is based on the concept that individual parallel groups are reached by uniform
flows moving through the same hydraulic lengths of pipe. Even though this principle has proven to be
successful in small-scale systems, it requires extensive lengths of balancing pipes when used in large
systems and therefore results in considerable pipework costs and heat losses on the surface of the
pipes. Instead large-scale solar energy systems achieve a uniform flow through parallel groups by
using different cross-sections for the supply lines to the collector fields. This approach requires
detailed calculations of the pipe network, which are normally conducted for large-scale solar energy
systems anyway. Regulating valves are not recommended because stagnation in the collector area
(pipes in the immediate vicinity of the collectors) can lead to temperatures of around 200 °C and
corresponding temperature-resistant valves and fittings are very expensive.
7.1.4.3
Expansion compensation
An essential issue that has to be taken into account when interconnecting extensive serial lengths is
longitudinal expansion as a result of temperature increases. Because stagnation can lead to
temperatures of up to 200 °C in the collector area, room must be left for the linear expansion caused
by a temperature difference of about 200 K. In the case of copper (the material most commonly used
in collectors), such a difference in temperature causes a linear expansion of about 3.5 mm for each
metre of pipe. If this is not taken into consideration, the result will inevitably be a burst pipe. Exactly
how this linear expansion is counteracted in practice is shown by the recommended solutions in Figure
56.
Figure 56: Expansion compensation for big size solar thermal systems in practice (left: expansion loop
in the collector, right: external expansion loop with flexible pipes).
57
Although the collector’s expansion loop (left in Figure 56) results in somewhat higher manufacturing
costs, it not only compensates for linear expansion, it can also, due to the hydraulic loop, lead to more
favourable behaviour in case of stagnation (see Section 7.1.5). External expansion loops (on the right
in Figure 56) result in lower collector production costs and provide more leeway during installation.
Disadvantages are the behaviour in case of stagnation and the location of the expansion loop when
integrating the collector into a building. Because of the latter disadvantage, this
interconnection/expansion compensation variant is most frequently used for freestanding collectors
(on flat roofs, for example).
Because of these design measures, there is no need for valves and fittings designed to accommodate
the expansion (“expansion compensators”).
7.1.4.4
Bleeding and flushing
A key point that has to be taken into account with regard to collector pipework is the possibility of
complete and problem-free bleeding of the system. Manual bleed points directly integrated into the
pipe at raised points and with an appropriate air reservoir have proven themselves in practice.
Because of their location in the proximity of the collector, these bleed points must be resistant to
temperatures of at least 200°C. However, they must also be easily accessible and have heat insulation
because of the direct flow. Figure 57 shows the arrangement of an appropriately weather-protected
and heat-insulated manual bleed point.
Figure 57: Configuration of a temperature resistant, manual bleed points with weather-protection and
heat-insulation (picture source: AEE INTEC).
The manual bleed points mounted in the collector area permit complete bleeding of the system. The
number of manual bleed points required depends on the interconnection concept. However, not every
58
high point must be fitted with a bleed point. The arrangement of the bleed points in the collector has
already been shown in Figures 52 and 54.
Because of possible losses of heat transfer medium in the event of stagnation and the typically short
period in operation, automatic bleed points should generally not be used in the solar energy system’s
primary circuit. If automatic system bleeding is nevertheless desired, practice has shown that this is
possible by fitting such a system in the engineering room in a bypass to the main string. The bypass
string is open only while the system bleeding process is underway. In normal operation, the automatic
bleed point is hydraulically cut off from the main string.
If several collector fields are arrayed in parallel, it is necessary that individual circuits can be cut off so
that they can be flushed or fully bled. It should be noted that correspondingly temperature-resistant
shut-off valves and fittings (up to at least 200°C) must be used and that it must not be possible to cut
individual collector fields off from the safety valve. For safety reasons, it is definitely recommended
that the hand levers or hand wheels on the shut-off valves and fittings be removed following the
flushing of the system.
7.1.5
Stagnation behaviour of solar thermal systems
A system is in a state of stagnation if the collector circuit pump is not in operation but the insolation
continues to heat up the absorber. This state can be caused by a technical defect in the system, by a
power outage, or simply by the lack of a consumer (the heat storage unit is already charged). The
results of extensive analyses of stagnation behaviour are detailed below (Hausner et al., 2003).
7.1.5.1
Processes occurring during the stagnation state
When the collector circuit enters into a state of stagnation while insolation is sufficiently high, the
temperature in the selectively coated collectors generally climbs above the boiling point ( >120 150°C) of the highly pressurized heat transfer liquid in the collectors.
59
Figure 58: Solar thermal systems in multi-storey residential buildings are basically so dimensioned that
no stagnation condition occurs during normal operation. However, a long period of warm weather
(and thereby a charged energy storage tank), an electrical power outage or a technical defect could
just as well cause this condition (picture source: AEE INTEC).
In principle, the stagnation of the system involves the following processes and phases:
Phase 1 — Expansion of the liquid
After the liquid has expanded somewhat due to the rise in temperature, it begins to evaporate.
Phase 2 — Ejection of the liquid from the collector due to initial vapour generation
The initially generated vapour pushes most of the hot liquid content of the collector into the system.
Additional liquid thus makes its way into the expansion tank, leading to a substantial increase in
system pressure.
Phase 3 — The collector boils dry — saturated vapour phase
If the collector has become permeable to vapour in this way, any liquid remaining in the collector is no
longer ejected, but evaporates instead (saturated vapour). Depending on the energy it transports, this
vapour can intrude into the system to a greater or lesser degree, where it will push the other liquid
into the expansion tank. This increases the system pressure further, and it now reaches its maximum
value. In all of the areas of the system reached by the vapour, temperatures now rise to levels that
correspond to the saturated vapour temperature at the respective pressure (approx. 130 – 150°C). In
the worst case, the vapour can in this way reach and damage temperature-sensitive system
components.
Phase 4 — The collector boils dry — phase with saturated and superheated vapour
As the remaining fluid evaporates, the collector dries out further. Less vapour is produced, and the
load on the system eases up again. The expansion tank once more forces liquid back into the system
and the pressure drops. While the vapour becomes superheated inside the collector, which is now dry,
and the absorber reaches temperatures that could exceed 200°C, depending on the insolation, the
60
saturated vapour temperatures outside the collector decrease somewhat. Finally, liquid again reaches
the level of the lower collector connection. This state can then last for a few hours.
Phase 5 — Refilling the collector
Only when the levels of solar radiation, and thus the collector temperatures, have dropped sufficiently
is the collector refilled with liquid.
It is apparent from this description of the process leading to the stagnation condition that the amount
of residual liquid remaining in the collector at the end of Phase 2 plays a major role in determining its
stagnation behaviour. Collectors or systems with good outflow behaviour have very small quantities of
residual fluid and thus only small vapour ranges. In these systems, the stagnation process will run its
course without problems, and the user may not even notice it. On the other hand, unsatisfactory
outflow behaviour can lead to high vapour ranges and the overheating of system components.
The maximum specific vapour output in the event of stagnation is a dimension value that describes
the outflow behaviour of collectors. It reaches its peak at the end of Phase 3, when the insolation is at
a maximum (the latter can be as high as about 1200 W/m² for short periods). Whereas this output
ranges from 20 to a maximum of 50 W per square metre of collector surface for flat plate collectors
with good outflow behaviour, up to 120 W/m² has been measured in the case of poor outflow
behaviour.
With this dimension value, it is possible to determine the advance of the vapour through the feed and
return piping into the system from the thermal losses of these lines at saturated vapour temperature.
7.1.5.2
Influence of collector and system hydraulics on stagnation behaviour
The design of the internal collector interconnection has a major impact on the stagnation behaviour of
solar thermal systems. Absorber interconnections (Figure 59) with good outflow behaviour have at
least one (manifold) connection to the collector at the bottom (even when the interconnecting pipe
attached to it is guided upwards again, as in Figure 59, top right). On the other hand, collectors in
which both collecting tube connections are at the top have poor outflow behaviour (a great deal of
residual fluid remains in the collector, and it evaporates slowly, which means a large vapour range —
Phase 3).
Figure 59: Evaluation of different outflow behaviour in the stagnation condition.
61
It should be borne in mind that if the system has an inappropriate design (poor system hydraulics),
even a collector that empties well in principle can exhibit poor outflow behaviour. In addition to
inappropriate piping (connection of the individual collectors or main connection lines), the positioning
of the non-return valve relative to the membrane expansion tank can have a major impact on the
stagnation behaviour (see Figure 60).
If the arrangement is inappropriate (see Figure 60, right), the collector cannot empty into the return
piping, and only the feed line is available to release the vapour output. The key issue is the position of
the connection to the expansion tank relative to the non-return valve.
Vapour Formation
in Collector
Figure 60: The stagnation behaviour depends on the return valve design.
7.1.5.3
Modified dimensioning of the membrane expansion tank
Methods previously used to calculate the volume of the membrane expansion tank often led to results
that were too optimistic. The effects of a stagnation state were taken into account only partially or not
at all. The following describes a calculation method in which the impact of stagnation is taken into
account in accordance with the most up-to-date findings.
The nominal volume VN of the expansion tank (equation 12) is calculated from the thermal expansion
of the total heat transfer medium content VG*n, the liquid reserve VV, the vapour volume VD and the
efficiency N. However, a much higher vapour volume must generally be assumed compared to the
previous dimensioning. Corresponding to the information given previously, it is the volume of all of the
pipes and components reached by the vapour.
62
In the new calculation method, the efficiency N (equation 14), which was previously calculated based
on system pressure Pe and tank input pressure P0, now takes into account a potentially significant
height difference Hdiff between the expansion tank and the safety valve (can in practice be located on
different storeys of a building, resulting in the pressure difference Pdiff). On the other hand, the change
in temperature in the gas filling between the pressure setting (e.g. low ambient temperature) and
operation (increases of up to approx. 30 K have been measured) was taken into account (resulting in
quotient 0.9). These changes are derived from the application of the general gas laws in connection
with existing conditions.
VN >
VG * n + VV + VD
N
Equation 12
[l]
n=
ρcold
− 1 ≈ 0,09 []
ρ warm
N=
Pe + Pdiff + 1 − (P0 + 1) / 0,9
Pe + Pdiff + 1
Equation 13
Equation 14
[]
Pdiff =
−Hdiff * ρcold * 9,81
100.000
VN
Nominal volume of the expansion tank [l]
VG
Total volume of the heat transfer medium [l]
VV
Liquid reserve [l]
VD
Maximum vapour volume [l]
n
Expansion factor ( ≈ 0.09 for expansion up to ≈120°C for 40% propylene glycol)
N
Efficiency of the expansion tank, must be ≤ 0.5 in line with manufacturer's specifications
ρ
Density of the heat transfer medium [kg/m³]
Pe
System pressure at the safety valve = release pressure of the safety valve – 20% [bar]
Equation 15
[bar]
P0
Tank input pressure [bar]. The factor 0.9 in the term (P0+1)/0.9 represents temperature
changes in the gas volume due to the hot liquid.
Hdiff
Height difference between the expansion tank and the safety valve. Hdiff = assembly height of
the expansion tank minus assembly height of the safety valve [m]
Pdiff
Pressure difference corresponding to Hdiff [bar].
As mentioned above, one purpose of the tank capacity is to cool the hot liquid flowing from the
collector in the event of a stagnation state to the maximum permissible temperature of 90°C in
accordance with the manufacturer's specifications.
The minimum liquid reserve VV required in the expansion tank can be dimensioned by means of a
compound calculation (equation 16) with the following assumptions:
•
Maximum permissible temperature in the expansion tank Tmax = 90°C,
63
•
•
•
Mean temperature of the primary circuit = 90°C,
Initial temperature of the liquid reserve TV = 50°C (in accordance with previous
measurements),
In the worst case, the entire collector volume VK at a temperature of TK = 130°C must be
accommodated within the expansion tank.
VV ≥ VK *
TK − Tmax
[l]
Tmax − TV
Equation 16
VV
Liquid reserve [l]
VK
Collector volume [l]
TK
Temperature of the collector content upon reaching the expansion tank [°C]
Tmax
Maximum permissible temperature in the expansion tank [°C]
From these assumptions, it follows that the liquid reserve should approximately correspond to the
collector content.
7.1.5.4
Conclusions for the design of stagnation-proof systems in multi-storey residential buildings
Solar systems in multi-storey residential buildings are always designed to ensure that a stagnation
state only rarely occurs during normal operation of the system. But such a state can nevertheless
occur as a result of prolonged periods of good weather (resulting in a fully charged heat storage unit),
of a power failure, or of a technical defect. The potential of a stagnation state must therefore be
taken into account during the initial design phase of solar energy systems.
1
lle
Ko
1
or
kt
lle
Ko
Regelung
2
or
kt
Regelung
2
6
2
6
2
Stagnationskühler
7
3
7
4
3
AD
Solarvorlauf
Solarvorlauf
5
5
Solarrücklauf
Solarrücklauf
Figure 61: Things to consider with a stagnation-proof system design: Left: System without an
automatic stagnation cooler (for collectors with properly emptying performance), right: system with an
automatic stagnation cooler (for collectors with bad emptying performance).
64
(1) Use of properly emptying collectors, interconnections and systems.
•
•
•
These elements provide specific vapour outputs of <50 W/m2, resulting in favourable vapour
ranges.
They also reduce the frequency of condensation.
And they reduce the proportion of overheated residual fluid and prolong the service life of the
heat transfer medium.
(2) Ensuring that pipework leads downward from the collectors and avoiding pockets of
fluid.
•
•
Prevents condensation within pipes.
A potential for condensation remains at T-pieces that connect areas of collector fields, though
such occurrences are much reduced in frequency.
(3) Component layout: non-return valve — connection to expansion tank — return piping:
•
•
•
A prerequisite for a properly emptying system.
Drastically reduces the vapour range.
Reduces the overheated residual fluid component.
(4) Use of a stagnation cooler located at a geodetically higher position in the case of an
unfavourable system configuration and high vapour ranges:
•
•
•
Protects all temperature-sensitive components, especially the expansion tank, against
excessively high temperatures (saturated vapour).
Minimizes the volume of the expansion tank.
Non-return valve can be installed using accepted practices
(5) Dimensioning of the expansion tank and safety valve (see Section 7.1.5.3):
•
•
•
Safety valve: 6 bars release pressure
Minimum system filling pressure: 2.5 bars (overpressure)
Vessel standby pressure at least 0.5 bar below system filling pressure
This dimensioning provides the following properties:
•
•
•
Protection of the expansion tank membrane against excessively high temperatures resulting
from hot fluid from the collector without use of an intermediate vessel.
Noticeable reduction in vapour range compared to low filling pressure.
Adequate pump feed pressure
(6) Required controller functions:
•
•
•
No pump operation at collector temperature > 120°C (prevents the system restarting in the
stagnation state).
Optional: rotary speed-regulated start-up of the secondary circulation pump when heat
exchanger is exposed to saturated vapour.
Optional: rotary speed-regulated start-up of both pumps for nocturnal cooling.
(7) Recommended heat transfer media:
•
•
For systems with flat-plate collectors: type “Tyfocor L” (or comparable products) can be used
at up to approx. 160°C (not as permanent operating temperature!)
For systems with vacuum collectors: Ttpe “Tyfocor LS” (or comparable products) can be used
at up to approx. 200°C (not as permanent operating temperature!)
65
The preceding information applies to fluid-phase heat transfer media and is limited to periods
during which stagnation prevails (not a permanent operating state!)
7.2
Solar-supported heat supply system designs
Until a few years ago, heat distribution in solar-supported heat supply systems was usually
accomplished by so-called four-pipe networks. By the mid to late 1990s, metrological analysis of many
installed heat networks had demonstrated the limitations of solar-supported four-pipe networks in
multi-storey residential construction. Unsatisfactory energy aspects (low degree of solar coverage and
high heat losses of the overall system) combined with the necessary improvements in user satisfaction
and convenience led to the definition of holistic solar-supported heat supply systems (Fink et al.,
2000; Fernwärme Wien, 1998).
Heat supply systems based on the principle of two-pipe networks emerged as the preferred choice for
general use with the redefined requirement profile. Initial pilot projects by property developers in
Salzburg (a measure supported most enthusiastically by the building company, GSWB) not only
proved successful with respect to user satisfaction, but also far exceeded all energy-related
expectations. As a result of this favourable practical experience in implementation and of extensive
theoretical work (Fink et al., 2002), two-pipe systems in conjunction with solar systems have become
widely accepted as standard designs for heat supply in several Austrian federal states.
7.2.1
Solar-supported heat supply system designs based on the principle of 2-pipe networks
In two-pipe networks, heat supply to the residential units, including both domestic hot water and
room heating, is by means of a pair of pipes. Domestic hot water is heated in a decentralised manner
in the individual residential units using continuous flow water heaters, or by means of small drinking
water reservoirs using the charge-store principle. While the trend in terraced house construction (low
energy densities) favours the installation of smaller storage tanks in the residential units, so-called
individual apartment units are preferred in compact multi-storey residential buildings (high energy
densities) in which hot water for domestic use is heated by continuous water heaters.
7.2.1.1
Integrating the heat generators
As discussed in 7.1.3.1, solar systems in multi-storey residential buildings are generally designed
according to the low-flow principle. To provide the consumer with high-temperature energy as directly
as possible and without admixture, the heat storage unit must be charged with heat at the
appropriate temperature. Extensive mathematical simulations as well as actual measurements have
shown that, based on typical consumption profiles in multi-storey residential buildings and the
prevailing low degree of solar coverage, the effect of special stratified charging strategies on the
degree of solar coverage in large solar systems is small (Fink et al., 2002). Systems that are based on
simple and low-cost charging strategies (consisting of rotary speed control and corresponding store
management) have become widely accepted for this application.
66
Two widely used charging strategies are illustrated as examples in Figure 62 and Figure 63. A key
factor in both concepts is the appropriate function of the rotary speed control and correct positioning
of the height of the pipe connections in relation to the pipe connections of the conventional heat
generator.
If the solar input is provided at only a single level, it must always be below the standby volume, which
is kept at a constant temperature by the conventional heat generator (Figure 63). If two input levels
are provided (Figure 62), connecting the feed-in pipes at the very top of the storage tank or at twothirds of its height (from the bottom) has proven successful. The switchover between these two inflow
levels is temperature-regulated by means of a three-way switchover valve.
F
or
ct
e
l
ol
C
ld
ie
Return Flow Conv. Heater
(Biomass, Oil)
Return Flow Conv. Heater
(Gas Condensing Boiler, District Heat)
Figure 62: Temperature oriented charging in two levels of the storage tank.
F
or
ct
le
l
o
C
ld
ie
Outward Flow Conv. Heater
Return Flow Conv. Heater
(Biomass, Oil)
Return Flow Conv. Heater
(Gas Condensing Boiler, District Heat)
Figure 63: Charging of the storage tank at one level – just below the standby volume.
It should also be noted that the connection height of the return flow to the conventional heat
generator depends on the type of heat generator. While the connection of the return flow in the case
of biomass or oil boilers should be directly under the standby volume, higher annual degrees of
system utilisation can be achieved with return flow connections in the lower third of the store volume
in the case of heat generators using district heating and gas-fuelled condensing boilers. In such
contexts especially, a holistic view of the system is essential.
7.2.1.2
Solar-supported heat supply systems — two-pipe networks combined with decentralised apartment
units
67
Figure 65 shows the block diagram of a solar-supported heat supply system featuring heat distribution
via a two-pipe network and heat output via so-called decentralised apartment units. The heat storage
unit is the central point for all the heat flows and also acts as a hydraulic switch. Both the solarpowered system and the conventional heat supply system are connected according to the description
in Section 7.2.1.1. In order to guarantee a reliable supply of heat with this design, it is essential that
adequate reserves are permanently stored in the upper region of the heat store so as to cover peak
demand. Details on how to ensure the reliability of supply are given in Section 8.2.
Figure 64: The heat storage tank acts like a hydraulic switch between
the heat supplier and consumer. The properly arranged connections and
sensor devices to the storage tank have to be fixed in detail at the
planning state (picture source: AEE INTEC).
F
or
ct
ll e
o
C
ld
ie
Heat Store
Hot Water
Cold Water
Hot Water
Cold Water
Boiler
Hot Water
Cold Water
Figure 65: Solar-supported heat supply concepts: two-pipe network connected to the decentralised
apartment unit.
A network pump and an admixer unit are used to supply the components of the residential unit
transfer station via a two-pipe network at a constant year-round supply temperature of 65°C. Whether
68
the return temperatures required for efficient operation of the solar system (in practice, an average
return temperature of 30°C is necessary) can be attained is now dependent on the size, equipment
and regulation of the components. Due to the low return temperature, the only pipe now suffering
losses is the feed pipe.
Figure 66: Solar-supported heat supply through a two-pipe network with apartment units in the
housing estate “Stieglgründe” in Salzburg, Austria (picture source: Sonnenkraft, Carinthia, Austria)
Application
Two-pipe networks in combination with decentralised apartment units are ideally suited for use in
new-build terrace houses and compact residential unit blocks. For less compact types of building
(lower kWh heat requirements per metre of heat distribution pipe), a two-pipe network in combination
with decentralised daily storage is preferable.
Solar-supported heating networks in combination with decentralised apartment units are also highly
suitable for use in existing buildings. This includes multi-storey buildings which are equipped with
central space heating but also have a decentralised supply of domestic hot water (off-peak energy
storage units). Whenever these energy storage units have to be renewed, they could then be replaced
by decentralised apartment heat transfer units. At the same time, improvements to the heat insulation
(insulation of the building envelope, new windows) will mean that the radiators can be operated at
lower temperatures.
Similarly, the system is also ideal for converting gas-fired residential unit heating systems to a
centralised, solar-supported heat supply system. In this case, the existing gas supply line can be
adapted for use as the return pipe of a two-pipe network. In other words, only the feed pipe now
needs to be installed for the connection to the decentralised apartment unit.
7.2.1.2.1
Apartment heat transfer units
The idea of the apartment units originated in Scandinavia and they are already equipped with
practically all the components required to ensure an efficient and unproblematic operation of the
domestic heat supply. Moreover, they are not only compact and industrially manufactured to the
69
highest quality but also feature components that do not require an external supply of power. Although
decentralised apartment units were originally used in the field of district heating, there are now four
or five suppliers in Austria who supply units specially developed for use in multi-storey residential
buildings (cf. the products of two suppliers are shown in Figures 67 and 68).
Figure 67: Apartment unit from the company Redan
(picture source: AEE INTEC)
Figure 68: Apartment unit from the company Logotherm
(picture source: Logotherm, Germany).
The rapidly increasing volume of sales in this sector along with the technological advances of recent
years have generated heightened competition between rival suppliers, which in turn has brought
about a significant fall in the capital costs required to install apartment units. At present, the cost of
an apartment unit with standard equipment is only slightly above that of conventional off-peak energy
storage units.
70
At the same time, the rise in demand has meant that there are now units specifically designed for use
in multi-storey residential buildings. For example, there are now units available that are slim enough
to be installed in bathrooms (see Figure 69) and utility rooms. In practice, the most common place of
installation is above the toilet cistern. The crucial point is to minimise the distance between the unit
and the tap and/or service shafts. One company already offers concealed installation of apartment
units to depths of 100 to 150 millimetres, depending on the layout (Figure 70).
Figure 69: An on-wall apartment unit, product from Redan
(picture source: AEE INTEC).
Figure 70: A concealed apartment unit, product
from Redan (picture source: AEE INTEC).
Properly equipped apartment units contain all the components required to provide decentralised
heating of domestic hot water, to provide a hydraulic equalisation of the space heating, and for long-
71
term operation and maintenance. Figure 71 shows a block diagram of the two-dimensional functional
layout of the components.
Hot Water
45°C
Cold Water 10°C
1
1
9
2
3
10
4
Net RL
20 - 40°C
1
7
8
6
1
5
Net VL
65°C
1
2
3
4
1
Shutoff Valve
Non-return Valve
Safety Valve
Flow-regulated
Temperature Control
5 Return-temperature Limiter
1
1
25 - 40°C Heating RL
65°C Heating VL
6 Differential Pressure Regulating Valve
7 Meter Adjusting Piece
8 Zone Valve
9 Cold Water Adjusting Piece
10 Circulation Bridge
Figure 71: Block diagram of the functional layout of the components in an apartment unit and
allocation of the typical operating temperatures.
Heating Domestic Water
The domestic water is heated by means of a constant flow water heater equipped with a plate heat
exchanger. Given that the domestic water is heated directly, as and when required, there are no
water hygiene problems. Provided that the pipe to the tap is kept as short as possible, there is
practically no chance of any growth of legionella.
At the same time, a restriction of the temperature of the domestic water prevents any limescale on
the plate heat exchanger. This is regulated by a so-called proportional controller, which adjusts the
volume flowing through the network to the volume currently flowing from the tap and thereby
regulates the temperature of the domestic hot water. Most proportional controllers allow the set point
temperature of the domestic hot water to be adjusted.
Another important component for the heating of domestic hot water is the so-called circulation bridge,
which should be an essential feature of any apartment unit. This not only increases convenience, but
also limits the return temperature. In the absence of a circulation bridge, the network feed pipe would
slowly cool down in summer operation mode whenever the water was not being drawn. As a result, it
would take longer to reach the set point temperature whenever hot water was drawn from the
system. The circulation bridge permits a minimal flow (heat exchanger bypass), which keeps the
network feed pipe at the required temperature, thereby ensuring a rapid supply of hot water. In order
to prevent the return temperature from rising, a return temperature limiter must be fitted in the
bypass pipe. If the set point of the limiter can be adjusted, care must be taken to ensure that an
appropriate temperature is selected (35 to 40°C is standard) and that a seal is also affixed to the
limiter. The principal components for heating the domestic hot water are represented schematically in
Figure 72.
72
Figure 72: Components for heating the domestic hot water – plate heat exchanger, adjustable
proportional controller and circulation bridge with return temperature limiter (example from the
product from the Redan company) (picture source: AEE INTEC).
Hydraulics of the space heating supply system
Differential pressure valves are essential for the hydraulic equalisation in the residential units. These
control fittings are standard in the space heating supply circuit of apartment heat transfer units. In
order to prevent improper adjustment, it is recommended that fixed preset differential pressure
regulating valves be used. A standard value here is a differential pressure of approx. 0.1 bar.
Alongside the use of a differential pressure regulating valve, it is also advisable to fit a return
temperature limiter in the space heating supply circuit. Although this is normally unnecessary when a
differential pressure regulating valve has been fitted along with properly adjusted kvs-inserts on all
radiator valves, use of this extra “safety valve” has become standard practice (also on account of the
low cost involved). The differential pressure regulating valve and the return temperature limiter are
represented schematically in Figure 73.
Figure 73: Differential pressure regulating valve (right) and return temperature (left) limiter from the
apartment unit (example the product from the Redan company) (picture source: AEE INTEC).
The hydraulic equalisation of the space heating supply in the apartments also includes the use of
radiators fitted with preset kvs-inserts. The radiators are generally designed to operate at
temperatures from 65/40 in two-pipe networks. The occupant determines the actual room
temperature by adjusting the thermostat (Figure 74). If required, a zone valve may also be installed in
the hydraulics of the apartment unit. In combination with a room sensor and a time-control device,
this can then be used to lower the temperature at night. However, experience shows that this is not
usually required and that room temperature can be conveniently controlled via thermostat.
73
Figure 74: The room temperature is adjusted via a thermostat (picture
source: AEE INTEC).
Heat meter and water meter
In two-pipe networks, the amount of heat consumed is measured by means of an electronic heat
meter. By law, heat meters have to be calibrated every five years, and their acceptance compared to
evaporimeters is therefore high — also among occupants. The heat meters can be either read directly
or from some central point within the building by means of an M-bus-protocol, which saves having to
gain access to each dwelling. In addition to a heat meter, a cold-water meter can also be installed to
measure the use of domestic water. Depending on the choice of product, such meters can also be
read remotely via an M-bus. The arrangement of heat meter and cold-water meter is represented
schematically in Figure 75.
Figure 75: Arrangements of an electric heat meter and
a cold water meter (example from the company
Redan) (picture source: AEE INTEC).
Figure 76: The central arrangement for the shut-off
valve enables a quick act in case of emergency or for
maintenance (example from the company Redan)
(picture source: AEE INTEC).
7.2.1.2.2
The heat distribution network
A specific characteristic of a two-pipe network in combination with apartment units is that the volume
flowing through the network fluctuates considerably according to the domestic hot water usage and
74
heating requirements. The maximum volume flows through the heat distribution network in winter
(both domestic hot water and space heating), and the minimum in the summer months (only
domestic hot water). The difference can be considerable so that in order to save electricity, it is
therefore recommended that a variable-speed heavy-load pump be installed for use in the winter
(main heating season) and a variable-speed light-load pump for use in the summer (see Figure 78).
The switchover from one pump to another in spring and autumn can be conducted either via a
teleservice system, if the requisite equipment is in place, or on the spot by the heating operator.
Figure 77: Riser strings adjusted through
the differential pressure regulation.
Detail: Riser strings can easily be bleed
through
a
maintenance
friendly
positioning in the basement.
Figure 78: Parallel arrangement of the pumps for the winter use (left) and summer use (right)
including an admixer unit (picture source: AEE INTEC).
In order to create an optimal heat distribution network for multi-storey residential buildings, it is also
necessary to ensure that the riser strings are properly hydraulically regulated. As mentioned above,
the volume flow also fluctuates greatly in individual riser strings. As a result, differential pressure
regulating valves must be installed rather than simple string control valves.
As a rule, the network is operated at a constant feed temperature all year round. Experience has
shown that set point temperatures of between 60 and 65°C are suitable here. This involves the use of
standard admixer units, which are subjected not only to the greatly fluctuating volume flow but also to
different temperatures from the heat storage unit. This problem can be reduced by ensuring that the
75
temperature at which the heat storage unit is charged by the conventional heat generator remains
close to the set point feed temperature of the distribution network. It is absolutely essential to take
this into account when planning and implementing the integration of the conventional heat generator.
If the two temperatures can be kept close together, the load on the admixer unit remains very low the
whole year round, since the buffer temperature corresponds more or less to the network feed
temperature.
It is only during the summer months, when the daily solar energy yield is greater than daily
consumption, when heat storage temperatures of up to 95°C may occur. In such cases (a margin of
fluctuation of ±5°C in the feed temperature is acceptable), electronic admixer units with suitable
control strategies can be used (Meisl, 2003). Thermal fixed-value regulators that do not require any
external source of power can also be used. Figure 79 shows a thermal admixer unit which does not
require a separate supply of power as installed for a residential building comprising 42 dwellings.
Figure 80 shows the network temperatures recorded over a week in summer as an example. The
values show that at heat storage temperatures of up to 85°C, the feed temperature in the network
fluctuates by a maximum of ±2.5°C. The use of thermal fixed-value regulators is highly recommended
here, not least on account of the low capital costs involved.
Figure 79: Admixer unit with fixed temperature adjustment without
auxiliary energy (picture source: AEE INTEC).
90
85
80
75
70
System Temperature [°C]
65
60
55
50
45
40
35
30
25
20
15
Heat Distribution Net-VL
10
Heat Distribution Net-RL
Heat Store (Top)
5
0
26.5.2003 00:00
27.5.2003 00:00
28.5.2003 00:00
29.5.2003 00:00
30.5.2003 00:00
31.5.2003 00:00
1.6.2003 00:00
2.6.2003 00:00
Figure 80: The satisfying mixer function of thermal tank at high storage temperatures can clearly be
recognised (end of May/beginning of June). The supply temperatures are constant and just below
65°C, the return temperatures lie between 23 and 33°C.
76
If the feed temperature in the network were to fluctuate considerably, this would also have a rather
damping effect on the network return temperature. That this is not so in the present example is
demonstrated by the consistency of the return temperatures at values between 23 and 33°C.
As the values for a summer week in Figure 80 show, the return temperatures in a two-pipe network
with apartment heat transfer units and a properly hydraulically equalised heat distribution network are
around 30°C throughout the year, which constitutes optimal operating conditions for an efficient solar
system.
7.2.1.3
Solar-supported heat supply systems — two-pipe networks combined with decentralised domestic hot
water storage units
Figure 81 shows the block diagram of a solar-supported heat supply system featuring heat distribution
via a two-pipe network plus decentralised heating of the domestic hot water in daily storage tanks. As
with the two-pipe network for apartment heat transfer units, the heat storage unit is the central point
for all heat flows and acts as a hydraulic switch. The integration of both the solar energy system and
the conventional heat generator is as described in Section 7.2.1.1. With this type of two-pipe network,
the dwelling is supplied with space heating for 22 to 23 hours a day. During the remaining one to two
hours (charging period), the domestic hot water tank is recharged.
ld
rf e
to
k
lle
Ko
Energiespeicher
Warmwasser
Kaltwasser
Warmwasser
Kaltwasser
Kessel
Warmwasser
Kaltwasser
Figure 81: Solar-supported concept for heat distribution: two-pipe networks connected with the
decentralised domestic hot water storage tank.
Here, it is important to ensure that at the beginning of the charging period there are enough reserves
on hand in the heat storage unit, as a large proportion of the daily requirements for the heating of
domestic hot water has to be met in a relatively short time. More precise details on how to ensure the
reliability of supply are given in Section 8.2. The individual dwellings are supplied via a two-pipe
network using a network pump and admixer unit. As with the design featuring decentralised
apartment units, whether the low return temperatures required for efficient operation of the solar
77
system can be attained once again depends on the size, equipment and regulation of the apartment
components.
Heating the Domestic Hot Water
The size of the decentralised domestic hot water tanks should be tailored to daily requirements. In
practice, this means a volume of between 150 and 200 litres. As with off-peak energy storage units,
these can be installed in utility rooms, bathrooms or toilets. If the building concerned has a basement,
fixed domestic hot water tanks may also be accommodated there. Once again, however, the key
criterion when selecting a location for the tank (with regard to convenience, reducing heat losses and
minimising the risk of legionella) is to site it as close as possible to the tap. The domestic hot water
tank should be charged via external heat exchangers in line with the charge-store principle. In
practice, it is only with the use of external heat exchangers in combination with appropriately
regulated charging mass flow rates that the requisite low return temperatures can really be attained.
Care should be taken to ensure that charging and discharging are adequately hydraulically decoupled
from one another. In practice, this means installing a sufficient number of storage connections.
Figure 82: Solar-supported heat supply system with a decentralised domestic hot water storage tank
combined with a two-pipe network (picture source: AEE INTEC).
Figure 83: A decentralised domestic hot water storage tank with a twopipe network. Neither volume nor the arrangement differs from a
conventional off-peak energy storage unit (picture source: AEE INTEC).
78
If possible, the charging period chosen for heating the domestic hot water should coincide with the
times at which room heating requirements are low. It is possible to increase the degree of solar
coverage by, for example, selecting a charging period before the sun reaches maximum insolation
(midday). In this case, the solar energy system benefits from a low temperature level in the lowest
part of the heat storage unit at the most favourable charging time.
Space heating supply
As with two-pipe networks in combination with apartment units, the radiators should be planned to
operate at temperatures of 65/40. Given that domestic hot water is heated at a time when the space
heating supply is not in operation, the feed temperature for the space heating supply may, if desired,
be controlled on the basis of the outdoor temperature. This set-up could also be used to run a lowtemperature heat supply system, thereby further reducing heat losses from the distribution network.
With this design, too, the use of control valves in the dwellings (differential pressure regulating valves,
return temperature limiters, preset kvs-inserts in the radiators in combination with thermostats) is
once again absolutely essential.
Application
The major advantage compared to two-pipe networks with apartment units is that, for example,
during the whole of the period when the heating is not in operation, the heat-distribution network
only has to be at its operating temperature when required to charge the domestic hot water tank. As
a result, heat losses from the distribution network are substantially reduced. However, given the
higher capital costs of this design, on account of the need for decentralised domestic hot water tanks,
its main field of application is in terraced or similar housing developments with low energy densities
(low kWh heat requirements per metre of heat distribution pipe).
At the same time, this design also offers potential for the renovation of existing buildings. If the
buildings are already equipped with localised domestic hot water tanks that can be modified and are
in a reasonable condition (as a rule, off-peak energy storage units), these can be connected
hydraulically to the existing central space heating supply system (two-pipe network).
7.2.1.4
Advantages and disadvantages of solar-supported two-pipe heat networks
Two-pipe networks designed according to the specifications described in Sections 7.2.1.2 and 7.2.1.3
possess numerous advantages over conventional heat supply systems. Not only do they use
renewable energy, but they also make efficient use of resources and offer a high degree of user
satisfaction and user convenience:
o
As the heat is distributed via two pipes, heat losses can be substantially reduced. It
must be ensured that the average temperature throughout the whole string of return
pipes remains around 30°C so that virtually no heat losses are sustained in this area.
In two-pipe networks, there is therefore only one heat distribution pipe that is subject
to heat losses. As a result, the efficiency of this set-up is considerably higher than
79
o
o
o
o
o
o
o
o
o
o
o
o
o
that of a four-pipe network. In practice, this means lower supplementary heating
requirements.
The constant year-round return temperature of approx. 30°C is ideal for the efficient
operation of solar energy systems. Numerous tests show that there is a greater solar
energy yield with two-pipe networks as well as higher savings on energy for
supplementary heating.
The design of the two-pipe network is such that solar energy is also automatically
supplied for space heating purposes. Experience shows that this boosts the solar
energy yield by as much as 10 percent for the same system dimensioning.
Extensive economic efficiency calculations for the full range of solar-supported heat
supply systems (on the basis of the VDI Guideline 2067 from 1999) show that heat
prices for two-pipe networks with apartment units are lower than those for four-pipe
networks (Fink et al., 2002). The range of buildings compared in this study numbered
between five and 48 dwellings. However, when combined with decentralised domestic
hot water tanks, two-pipe networks only have a commercial advantage over four-pipe
networks in terraced or similar housing developments with low energy densities. This
is because of the higher costs for the decentralised hot water tanks.
Given that the network feed temperature is constant throughout the year, the room
temperature can be adjusted to the occupant's needs to a far greater degree than is
possible with, for example, four-pipe networks.
Instead of being switched off sometime in May and switched on again in September,
the space heating supply is in operation throughout the summer. This means that the
needs of individual users for extra heat can also be met in the summer months.
With two-pipe networks, the feed temperature in the network also remains the same
during the night, which means substantially increased comfort for all people who
don't keep regular hours.
With two-pipe networks, the cost of domestic hot water and space heating are
calculated using electronic heat meters. As these must be regularly calibrated, they
enjoy a much higher acceptance among occupants than the evaporimeters generally
used with four-pipe networks.
The installation of electronic heat meters has resulted in a much greater motivation
for the occupants to save energy.
If required, and in contrast to off-peak energy storage units, almost unlimited
quantities of domestic hot water can be drawn from the system.
Heating domestic hot water on a decentralised basis (using continuous flow water
heaters or in small daily storage units) means absolutely scrupulous water hygiene as
well as protection against limescale and scalding.
Apartment heat transfer units are industrially manufactured to the highest quality
standards. The advanced level of prefabrication reduces the potential for errors on
the building site and thus improves the quality of installation. Despite their
standardisation, the apartment units can be equipped according to the specifications
of the residential developer or the engineer responsible for the building services.
Affixing seals to the control valves in the apartment units effectively prevents
manipulation by occupants.
No auxiliary energy supply is required to heat either the domestic hot water or
operate the control elements in the apartment units.
80
Figure 84: Solar-supported heat supply system for the housing estate “Hans-Riehlgasse”, erected on
the existing building. The solar thermal system was connected to a four-pipe network, since this was
already at hand (picture source: S.O.L.I.D.).
7.2.2
Solar-supported heat systems with four-pipe networks
For solar-supported heat supply systems in new-build multi-storey residential buildings, four-pipe
networks are inferior to two-pipe networks. Nevertheless, there are some cases (e.g. renovation
projects involving the use of an existing central domestic hot water system) where it makes sense to
use the existing heat distribution pipes. For this reason, the following section will concentrate on
solar-supported heat supply systems with four-pipe networks and their use in the renovation of
existing buildings.
Four-pipe networks are used for systems which provide both domestic hot water and space heating on
a central basis. The heat is distributed via four pipes. In addition to flow and return pipes for the
space heating system, four-pipe networks also have two pipes with drinking water for the supply of
domestic hot water (distribution pipe for domestic hot water and circulation line).
7.2.2.1
Solar-supported heat supply systems using four-pipe networks combined with single tank storage
systems
If an existing four-pipe network in a small residential building (with up to approx. 10 dwellings) is to
be upgraded by the addition of solar-supported heating of the domestic hot water, the use of a simple
81
single tank system is to be recommended. Depending on the state of the existing domestic hot water
system, it may be possible to reuse components. If this is not the case, the tank system must be
newly installed. In this kind of design, domestic hot water tanks (Figure 85) or uncoated steel tank-intanks can be used as heat stores to heat domestic hot water (see Figure 86).
WW
ld
fe
or
kt
ll e
Ko
Zirkulationsleitung
Raumheizung
KW
Kessel
Figure 85: Solar-supported heating of domestic hot water for a maximum of 10 apartments using
single tank storage systems. The hot water is stored in a domestic hot water storage tank.
Systems with domestic hot water tanks (Figure 85)
Domestic hot water tanks have an inner coating or are made of stainless steel. As such, they are
generally much more expensive than conventional uncoated steel tanks. This significantly increases
the cost of installing the solar energy system in larger systems. Experience shows that a sensible limit
for the size of such systems is around 10 dwellings.
If plate heat exchangers are used for the solar or supplementary heating heat exchangers, this can
result in limescale at temperatures above 60°C, leading to lower yields due to the reduction in flow or
even a complete blockage of the heat exchanger. Technical problems of this kind lead to ever
increasing maintenance and renewal costs, which in turn substantially diminish the profitability of the
system. The little experience that there is with decalcification systems at high temperatures has
yielded widely varying results. At the same time, large drinking water tanks require special
precautions regarding water hygiene (cf. Section 7.1.1).
82
ld
fe
or
t
k
lle
Ko
Zirkulationsleitung
WW
Raumheizung
KW
Kessel
Figure 86: Solar-supported heating of domestic hot water for a maximum of 10 apartments using
single tank storage systems. The hot water is stored in a conventional uncoated steel tank connected
with an integrated domestic hot water tank.
Systems with a conventional steel tank and integrated domestic hot water tank (Figure 86)
This design envisages an integrated domestic hot water tank or an integrated pipe bundle for system
separation. The heat transmission takes place between a standing energy storage medium and the
drinking water contained in the integrated domestic hot water tank. As very poor heat transmission is
a property of this design, it is important to select a domestic hot water tank with an appropriate ratio
between volume and surface area to ensure coverage of peak requirements. There are two ways of
ensuring that peak demand for hot water can be met: storage of a sufficient quantity of domestic hot
water, which necessitates the use of an extremely large volume; or use of a tank with a sufficiently
large surface area so that as much water as possible can be heated instantaneously. If a “preheating
pipe” is used to extend the integrated domestic hot water tank into the lower part of the heat store,
good cooling of the water in the heat store can be achieved. The solar energy system can be
integrated via an external or internal heat exchanger, depending on the collector area.
7.2.2.2
Solar-supported heat systems: four-pipe networks combined with two-tank systems
Use of a two-tank system is recommended when installing a solar-supported heat system for domestic
hot water or even to support the space heating supply in larger residential complexes (more than 10
dwellings) that are already equipped with a four-pipe network. Two-tank systems consist of a simple,
uncoated steel tank, which serves as a heat store, and a small domestic hot water tank to cover peak
loads. Depending on the requirements for domestic hot water, the standby tank is instantaneously
charged by an external heat exchanger. As in Section 7.2.2.1, the existing domestic hot water tank
can be reused as a standby tank, provided that it is in good condition.
83
Figure 87 shows a two-tank system for solar-supported heating of domestic hot water. Experience
shows that solar energy systems which also serve the space heating supply with respect to the
hydraulics can provide up to 10 percent greater solar yields for the same dimensioning. This is
because of a better exploitation of the solar energy system during the transitional period, when
insolation is high. The costs of hydraulically implementing the space heating supply system are
minimal. It is therefore recommended that this be planned as standard (Figure 88 and 89).
Energiespeicher
ld
fe
or
kt
le
l
Ko
Bereitschaftsspeicher
Zirkulation
Warmwasser
Raumheizung
T2
Kaltwasser
Kessel
Figure 87: Concept for a two-tank system for solar-supported heating of domestic hot water for more
than 10 apartments.
Raumheizung
Bereitschaftsspeicher
Zirkulation
Energiespeicher
Warmwasser
ld
fe
or
kt
ll e
Ko
T2
KW
Kessel
Figure 88: Concept for a two-tank system for solar-supported heating of domestic hot water and
space heating for more than 10 apartments. Further is the return water reheated through an internal
heat exchanger over the circulation line.
84
Figure 89: Two-tank system for solar-supported heating of domestic hot water and space heating
based on a fore-pipe heat distribution network.
Hot water distribution networks with a circulation line are operated at a high temperature (60 / 55°C),
which results in considerable losses. In other words, they represent a heavy “consumer” for the solar
energy system. If the circulation line return is permanently connected to the standby section of the
drinking water tank, the cold water flowing into the tank is mixed with the mass flow from the
circulation line. In order to diminish this effect, an additional external heat exchanger can be inserted
in order to heat the mass flow from the circulation line (see Figure 88).
8
Dimensioning
Great significance is given to the dimensioning of individual components in solar-supported heat
supply systems. Above all the holistic approach, in particular the interaction between sections of the
systems is to be taken into consideration.
This Section does not aim to give design guidelines for all of the components in conventional heating
technology. Rather specific empirical values and dimensioning tools for system sections will be made
available, which were in the past, according to our experience, the subject of frequent errors. On the
one hand, this is true of the dimensioning of solar thermal systems and, on the other hand, of
questions pertaining to the security of supply.
8.1
Dimensioning of solar thermal systems
In this Section recommendations are given for the dimensioning of important system components
(collector area and solar storage tank volume) in two-pipe networks. In this respect, it is not only
85
energy aspects which are taken into consideration but also economic factors. It should be borne in
mind that these are recommendations which simplify any in-depth preliminary design but cannot
replace detailed planning of the components. In the detailed planning phase use can be made of
suitable simulation programs such as TSOL (TSOL, 2003), Polysun (Polysun, 2003) or TRNSYS (Klein
et al., 2000).
Figure 90: The dimensioning of solar-supported heat distribution networks has to be considered with a
holistic approach.
8.1.1
Collector area and solar storage tank volume combined with two-pipe networks
The collector area and the solar storage tank volume display the greatest sensitivity with respect to
the degree of solar coverage and the level of the capital costs. For this reason, the first step will to
determine these parameters.
To avoid detailed simulation calculations in the pre-planning phase, generally applicable dimensioning
nomograms were developed which allow a rapid and reliable estimate of the collector area and the
solar storage tank volume in connection with two-pipe networks (Fink et al., 2002). Apart from the
key data for the solar thermal system, the degree of solar coverage to be expected for the project in
question and the specific solar yield can also be read off. The basic data for the nomograms are
obtained from numerous simulation calculations of overall solar-supported heating networks in the
TRNSYS simulation environment. The calculation results are very reliable since they were subjected to
extensive validation with measurements from a large number of different systems.
The nomograms have the advantage that if the annual heating requirements for domestic hot water
and the space heating supply are already known, the key data for the solar thermal system can be
determined.
86
To simplify the use of nomograms, the "utilisation ratio" is defined as an important auxiliary
characteristic. This is a measure for the dimensioning of solar thermal systems and describes the ratio
of annual consumption (in kWh) to the collector area in m², see equation 17.
Equation 17:
Untilisation ration total heat demand =
total heat demand domestic hot water and space heating
Gross collector area
=
kWh / Jahr
m²
It should be remembered that the following nomograms are only suitable for the design of solar
thermal systems in multi-storey residential buildings since the ratio of domestic hot water to space
heating requirements was determined in accordance with average Austrian residential buildings.
Important framework conditions used as a basis:
o
o
o
o
o
Heat distribution networks and operating temperatures in accordance with the principle of
two-pipe networks
Location in Graz (hourly mean values generated from monthly mean values from 1991 to
1999)
South orientation of collector area
Inclination of collector area 45°
Flat collector (c0=0.8, c1= 3.5 W/m²K, c2= 0.015 W/m²K²)
8.1.1.1
Dimensioning nomogram with defined specific solar storage volume
In the conditions mentioned above, the degree of solar coverage and the specific solar yield were
plotted versus the utilisation in Figure 91. High levels of utilisation signify low degrees of solar
coverage and vice versa. The specific yield shows the well known behaviour running contrary to the
degree of solar coverage. Two dimensioning approaches were pursued in practice:
Dimensioning for optimum cost-to-benefit ratio
Particularly, in multi-storey residential buildings economic considerations dominate, which is the
reason why systems should be designed in accordance with the optimum ratio of cost-to-benefit. This
is shown in Figure 91 by the area marked in orange and signifies degrees of solar coverage in the
overall heating requirements of between 12 and 20%. Solar thermal systems dimensioned in
accordance with these aspects rarely reach the stagnation state even in summer, which allows
optimum utilisation of the system with the shortest possible standstill times. Degrees of solar coverage
of less than ten percent are outside the cost-to-benefit optimum since the (slight) rise in the specific
yield does not make up for the specific higher system costs of a smaller solar thermal system and
would thus lead to higher solar heating prices.
The recommended specific gross collector area per person is around 0.9 m2 for an overall degree of
coverage of 12% and 1.4 m2 (table 5) for an overall degree of coverage of 20%.
87
Dimensioning for almost 100% coverage in the summer
This approach to dimensioning is welcome from an ecological point of view since the solar thermal
system takes over almost 100% coverage of domestic hot water requirements in the sunny months.
The conventional heat generator can therefore be switched off in this period. As a rule, this can be
achieved by utilising less than 950 kWh/a per m² of the gross collector area (see the broken orange
line in Figure 91).
The specific gross collector area required for almost 100% coverage in the summer is around 2 m²
per person (Table 5). This corresponds roughly to the usual dimensioning for solar thermal plants in
single-family homes.
Desired design
Dimensioning
for cost/benefit
optimum
Dimensioning
with almost
100% coverage
in the summer
Degree of solar
coverage [%]
Gross collector
area
[m² per person]
approx. 12
0.9
approx. 20
1.4
approx. 28
2
Table 5: Dimensioning guidelines depending on degree of solar coverage
Handling the nomogram
o
Determination of degree of solar coverage
Now that the annual heating requirements for domestic hot water and space heat have been
determined on the basis of Section 5, the utilisation rate for a concrete planning project can be
calculated by dividing this value by the gross collector area. If a vertical line is drawn through the
point of the determined rate of utilisation, then a point intersecting with the course of the degree of
solar coverage is obtained and the value can then be read off on the left ordinate. The same is true
when ascertaining the specific yield on the right ordinate.
o
Determination of gross collector area
If a desired degree of solar coverage constitutes the starting situation then a horizontal line can be
placed at the corresponding height. The point intersecting with the course of the curve of the degree
of solar coverage then allows the necessary utilisation to be read off on the abscissa. The necessary
gross collector area is obtained by dividing the annual heating requirements for domestic hot water
and space heating by the utilisation rate. The solar storage tank volume of 50 l/m² is directly
proportional in this nomogram to the gross collector area.
88
80%
480
Solar Coverage, SD
450
Specific Solar Yield,
SE
70%
Solar Coverage [%]
Limits for a Recommended Design
420
65%
390
60%
360
55%
330
50%
300
45%
270
40%
240
35%
210
30%
180
25%
150
20%
120
15%
90
Beginning of area with
almost 100%
summer coverage
10%
Specific Solar Yield [kWh/m²a]
75%
60
5%
30
0%
0
0
200
400
600
800
1.000
1.200
1.400
1.600
1.800
2.000
2.200
2.400
2.600
2.800
3.000
3.200
Utilisation Total Heat Requirement [kWh/a m²]
Figure 91: Nomogram to determine the gross collector area and the degree of solar coverage and at
the same time ascertaining the specific yield. The graph is based on a specific storage tank volume of
50 litres per m² gross collector area. The dark yellow area shows the limits for a recommended
design. Loads exceed 950 kWh/a and m² gross collector area (total solar coverage over 30%) can
close to achieve a 100% solar coverage (light green area). The green lines are help lines for a
dimensioning example.
Example:
Multi-storey residential building with 20 residential units
Heating energy requirements: approx. 120,000 kWh/a
Domestic hot water requirements: approximately 32,000 kWh/a
Overall heat requirements: approx. 152,000 kWh/a
Desired degree of solar coverage of overall annual heat requirements: approx. 18%
Steps:
1. Determination of utilisation with the desired degree of solar coverage of 18%.
A horizontal line is placed through the 18% mark on the left ordinate (degree of solar coverage). A
vertical line through the intersecting point of the previously drawn horizontal line with the course of
the degree of solar coverage (red line), allows the utilisation to be read off on the abscissa.
89
Reading value for utilisation: approx. 1,750 kWh/m² of collector area and year
2. Determination of collector area required
The overall heating requirements (152,000 kWh/a) are divided by the utilisation determined in step 1
(1,750 kWh/m² a). The result is the gross collector area.
Collector area =
Total heat demand [kWh / a]
[m²]
Utilisationtotalheat demand [kWh / m² Collector area and year]
Collector area =
152.000 [kWh / a]
= 86,9 m²
1.750 [kWh / m² a]
To obtain 18% solar coverage, the necessary gross collector area would have to be around 87 m².
3. Determination of solar storage tank volume
This nomogram is based on a specific solar storage tank volume of 50 litres for each m². If the
calculated gross collector area is multiplied by the specific storage tank volume, the overall solar
storage tank volume is obtained.
Solar storage tank volume = 87 [m²] × 50 [l/m²] = 4,350 l
The solar storage tank volume required is around 4,350 litres.
4. Determination of specific solar yield
The specific solar yield to be expected can be read off at the point of intersection of the vertical lines
through the utilisation (1,750 kWh/m²a) with the blue line.
In this example, an annual specific solar yield of around 390 kWh can be attained per m² of gross
collector area.
The solar storage tank volume does not influence the degree of solar coverage to the same extent as
the collector area. For this reason the nomogram is based (Figure 91) on a set specific solar storage
tank volume with 50 litres per m² of gross collector area. This value has proved to be very favourable
for solar thermal systems designed with regard to an optimum cost-to-benefit ratio. If solar thermal
systems are to be designed with higher degrees of solar coverage it is recommended that larger
specific solar storage tank volumes should be selected.
90
8.1.1.2
Dimensioning nomogram with variable specific solar storage volume
The nomogram in Figure 92 can be used to determine the influence of the solar storage tank volume
on the degree of solar coverage. Via the auxiliary characteristic for “utilisation” this nomogram allows
the flexible and generally applicable selection of gross collector area and solar storage tank volume in
connection with the degree of solar coverage. For degrees of solar coverage in the cost/benefit
optimum (12 to 20%) specific solar storage tank volumes from 40 to 70 l/m² can be recommended. If
higher degrees of solar coverage (20 to 35%) are desired, specific solar storage tank volumes of 60 to
100 l/m² have proved to be favourable.
40%
38%
36%
34%
32%
30%
26%
24%
22%
Recommended
Design Limits
Solar Coverage SD
Solar Coverage [%]
28%
20%
18%
16%
14%
12%
10%
8%
Recommended Volume of Storage Tank for Solar
Coverage up to ca. 20 %
Recommended Volume of Storage Tank for Solar
Coverage more than ca. 20 %
6%
4%
2%
0%
0
20
40
60
80
100
120
140
160
180
200
220
240
260
Solar Storage Volume [l/m²Gross Collector Area]
Utilisation for Total Heat Demand: 3000 kWh/m²a
Utilisation for Total Heat Demand: 2750 kWh/m²a
Utilisation for Total Heat Demand: 2500 kWh/m²a
Utilisation for Total Heat Demand: 2250 kWh/m²a
Utilisation for Total Heat Demand: 2000 kWh/m²a
Utilisation for Total Heat Demand: 1750 kWh/m²a
Utilisation for Total Heat Demand: 1500 kWh/m²a
Utilisation for Total Heat Demand: 1250 kWh/m²a
Utilisation for Total Heat Demand: 1000 kWh/m²a
Utilisation for Total Heat Demand: 750 kWh/m²a
Figure 92: Nomogram to determine the gross collector area and the volume of the storage tank in
relation to the solar coverage. The dark yellow area shows the recommended design limits in the costbenefit optimisation. The sensible areas to determine the specific volume of the storage tank depend
on the solar coverage and are shown as rectangles. The green lines are help lines for a dimensioning
example.
Handling the nomogram
If a desired degree of solar coverage represents the situation at the start, then a horizontal line can
be placed through this value. The point intersecting with the vertical line through the selected specific
solar storage tank volume gives the utilisation load. This can be determined as a function of the
location with regard to the utilisation curves. If the overall heat requirements determined in Section 5
are divided by the utilisation this results in the gross collector area required.
Example:
Determination of gross collector area for the example in Section 8.1.1.1 with the nomogram in Figure
92:
Multi-storey residential buildings with 20 residential units
91
Heating energy requirements: approx. 120,000 kWh/a
Domestic hot water requirements: approx. 32,000 kWh/a
Overall energy requirements: approx. 152,000 kWh/a
Desired solar coverage of overall annual energy requirements: approx. 18%
Steps:
1. Selection of specific solar storage tank volume
A specific solar storage tank volume of 40 to 70 l/m² is recommended for the desired solar coverage
of 18%. From this range a volume of 50 l/m² is selected.
2. Determination of utilisation
If a vertical line is placed through the selected specific solar storage tank volume of 50 l/m² and a
horizontal line through the desired solar coverage of 18%, the utilisation can be determined by the
point of intersection. Depending on the position of the point of intersection to the starting points
plotted for several utilisations, the applicable utilisation can be estimated. In this concrete example,
the point of intersection lies exactly on the utilisation line at 1,750 kWh/a×m².
3. Determination of collector area
The required gross collector area can be obtained by dividing the overall heat requirements by the
utilisation.
Collector area =
Total heat demand [kWh / a]
[m²]
Utilisation total heat demand [kWh / m² Collector area and year]
Collector area =
152.000 [kWh / a]
= 86,9 m²
1.750 [kWh / m² a]
To achieve a solar coverage of 18%, the necessary gross collector area would have to be about 87
m².
4. Determination of overall storage tank volume
The overall storage tank volume is obtained by multiplying the calculated gross collector area by the
selected specific storage tank volume:
92
Solar storage tank volume = 87 [m²] × 50 [l/m²] = 4,350 l
The solar storage tank volume required is about 4,350 litres.
Since the same specific solar storage tank volume was selected in this example as in Section 8.1.1.1,
the same result was achieved of 87 m².
If the limits of the range of the recommended specific solar storage tank volume (40 l/m² or 70 l/m²)
are set for the same example then in the case of 40 l/m² this would result in a required collector area
of 92m² and 80 m² in the case of 70 l/m². The target value is a solar coverage of 18%.
8.1.1.3
Determining the influence of the inclination and orientation of the collector area
The nomograms depicted in Sections 8.1.1.1 and 8.1.1.2 are based on a defined collector basic
inclination (45°) and basic orientation (to the south) of the collector area. In practice, areas with a
45° inclination and orientation to the south are not always available. This is why the result of the
dimensioning nomograms has to be adjusted to the real orientation with respect to the degree of solar
coverage.
The collector inclination is clearly related to the solar coverage. If solar thermal systems dimensioned
in accordance with the cost-to-benefit optimum reveal advantages with smaller angles of inclination
(30 to 45°) then the optimum inclinations for solar thermal systems with higher solar coverage involve
larger inclination angles (40 to 55°).
Desired
design
Dimensioning for costbenefit
optimum
Dimensioning with
almost
100%
summer
solar
coverage
Recommended Recommended
Solar
collector
collector
coverage
inclination
orientation
approx.
12%
approx.
20%
approx.
30%
25 to 40°
If possible to
the south,
±45° to the
east or west
is tolerable
30 to 45°
If possible to
the south,
±45° to the
east or west
is tolerable
40 to 55°
If possible to
the south,
±45° to the
east or west
is tolerable
Table 6: Ranges of recommended angles of inclination and orientations of collector areas as a function
of solar coverage
93
A correction nomogram was prepared for the example of solar-supported heating networks of twopipe design in order to observe the influences of collector inclination angle and the collector
orientation in a combined manner (Figure 93).
Figure 93: Nomogram to determine the reduction of the solar coverage in relation to the actual
inclination and the actual orientation (valid for solar coverage around 30%).
With regard to the dimensioning approach, a solar coverage of around 30% was used as a basis.
In this diagram, the reduction in the maximum solar coverage is determined by means of deviations in
the inclination or orientation. Within the rings of the same colour almost identical degrees of solar
coverage are found. If the maximum solar coverage is 33% (50° inclination, orientation to the south),
then, for example, this is reduced to around 31.5% for an orientation of 30° east and a collector
inclination of 40°.
8.2
Dimensioning for security of supply
In modern heat supply systems in multi-storey residential buildings it has to be possible to meet the
individual heating requirements of each occupant every hour of the day and all year round (domestic
hot water and space heating). This is known as “security of supply”.
Whether the supply is secure for a solar-supported heat supply system or not has absolutely nothing
to do with the solar thermal system. Rather the security of supply depends on the interaction between
the conventional heat generator, the preparation of domestic hot water and the heat distribution
network. Thus, for example, security of supply for systems with a separate supply of domestic hot
water and space heating (four-pipe networks) as well as systems with domestic hot water storage
tanks is relatively simple to achieve.
94
One special aspect must be taken into consideration for two-pipe networks with apartment heat
transfer units. In this heat supply concept the domestic hot water is prepared in a decentralised
manner according to the through-flow principle without the use of storage tanks. Since experience has
shown that under these boundary conditions deficits in planning may arise, in this Section the
interrelations will be explained and recommendations provided for practical applications.
8.2.1
Supply of space heating and domestic hot water
In dimensioning for the security of supply it is necessary to start with the maximum heating load
required for space heating and requirements for domestic hot water.
Figure 94: Supply guarantee concerns every heat supply system and is no specification for solarsupported heating networks (picture source Teufel & Schwarz, Tyrol, Austria).
The heating load (Section 5.2) can be taken as the maximum performance for the space heating
supply, but it is much more difficult to determine the peak load for heating domestic hot water. Apart
from the maximum performance, the period of time of the highest consumption also plays a decisive
role. DIN 4708 deals with this problem in detail.
Particularly in multi-storey residential buildings, an enormous output would be necessary if all the flats
drew hot water simultaneously thus far exceeding the heating. Fortunately, the statistical probability
factor applies here which considerably evens out the performance peaks. In DIN 4708 the frequency
distribution for a certain period of demand is given by the mathematical distribution laws of probability
theory. This is based on so-called residential units with an average number of 3.5 people and
equipped with a bath (150 l) and two other outlet points.
The distribution of frequency (period of demand 10 minutes – time for filling the bath) which occurs
for the peak requirements is represented as a simultaneity factor. Figure 95 shows the curve of the
simultaneity factor as a function of the number of flats in accordance with DIN 4708 (red line). If the
simultaneity factor in a flat to be supplied equals 100%, then with 20 flats it is only about 20% and
only around 10% for 100 flats. This means that according to the probability calculation, for example,
95
with 20 flats the bath is filled only in four flats at the same time. With 100 flats this amounts to only
ten. This effect is used when dimensioning for the security of supply.
The fact that in DIN 4708 there are still some reserves with regard to the simultaneity factor (peak
load, period of demand 10 minutes) is shown by the second curve in Figure 95 (blue line). This shows
the course of the simultaneity factor on the basis of extensive measurements for the same period of
demand of ten minutes.
100%
Simultaneity Factor acc. to DIN 4708
90%
Simultaneity Factor from
Measurements
80%
Simultaneity Factor [%]
70%
60%
50%
40%
30%
20%
10%
0%
0
20
40
60
80
100
120
Number of Apartments
Figure 95: Simultaneity Factor according to DIN 4708 and measurements (source: Recknagel et al.,
2003).
Two aspects now have to be taken into consideration separately for the dimensioning of heat supply
concepts in accordance with the principle of the two-pipe network:
o
o
Dimensioning of conventional heat generator and load equalisation storage tank to bridge
longer periods of demand. Normally the maximum heat requirements of the flats (domestic
hot water and space heating) are considered for a period of 180 minutes.
Dimensioning of heat distribution network and of the network pump on the basis of the peak
load for domestic hot water and the supply of space heating (period of demand 10 minutes).
8.2.2
Interaction between conventional heat generator and load equalisation storage tank
The overall maximum heat requirements can now be covered either directly via the conventional heat
generator (boiler) or via a combined peak supply using the boiler and the load equalisation storage
tank. Thus great significance is attached to the dimensioning of the nominal performance of the boiler
and the volume of the load equalisation storage tank. In accordance with the respective prevailing
conditions (type of boiler, costs, need for space, etc.) the boiler can either be enlarged or the standby
volume in the energy storage tank increased.
96
On the basis of the maximum heat requirements defined in DIN 4708 for a demand period of 180
minutes, the method of calculating the volume of the load equalisation storage tank and the standby
volume that is kept at a constant temperature is presented in the following. All volumes refer to
supply temperatures of 65°C.
VBer = VRW + VBW − VNH
Equation 18
[litres at 65°C]
VBer
Overall standby volume [litres at 65°C]
VRW
Volume for secure supply of space heating [litres at 65°C]
VBW
Volume for secure supply of domestic hot water [litres at 65°C]
VNH
Volume which boiler contributes to the supply of heat [litres at 65°C]
In determining the volume required for the secure supply of space heating (VRW) attention has to be
paid to a special condition which applies for apartment heat transfer units. In the flats in which
domestic hot water is being drawn there is practically no space heating supply for these short periods.
This is performed automatically via the basic hydraulic design of the apartment heat transfer units. In
dimensioning the security of supply this has the advantage that the space heating requirements can
be reduced by those flats in which domestic hot water is being drawn.
VRW = VRW _ 180 min − VRW _ red [ litres at 65°C]
Equation 19
VRW_180min Overall volume for the secure supply of space heating over a period of 180 minutes [litres at
65°C]
VRW_red Reduction volume due to the omission of those flats in which domestic hot water is being
drawn for a period of 180 minutes [litres at 65°C]
Whereby VRW_180min und VRW_red are calculated as follows:
VRW _ 180 min =
VRW _ red
*3
Q
tot
c P * ∆TRW
3600
Equation 20
[litres at 65°C]
 Q180 min 
Q
*3
WE *  QBW * 3 

=
∆TRW * c P
3600
[litres at 65°C]
Q
Tot
Heating load of the entire multi-storey residential building [kW]
cP
Specific heat capacity of water [kJ/ltrK]
∆TRW
Temperature difference in supply of space heating [K]
Q
WE
Heating load of a residential unit [kW]
Equation 21
Q180min demand for domestic hot water for a period of 180 minutes as a function of the number of
flats according to DIN 4708 [kWh/3 h]
97
Q
BW
maximum output for preparation of domestic hot water in an apartment heat transfer unit
[kW]
The volume required for a period of 3 hours VBW at 65°C for the secure supply of domestic hot water
can be determined using the following equation:
VBW =
∆TBW
Q180 min
c P * ∆TBW
3600
Equation 22
[litres at 65°C]
Temperature difference for preparation of domestic hot water [K]
The volume that the boiler contributes to the supply of heat within the three-hour demand period can
be calculated as follows:
VNH =
∆TNH
Q
Auxillary heat * 3
c P * ∆TNH
3600
Equation 23
[litres at 65°C]
Temperature difference when loading the energy storage tank [K]
Q
Auxillary heat
Nominal performance of boiler [kW]
Figure 96 shows the calculated results for the necessary storage volume as a function of the number
of flats using the calculation method given above (blue and green line). The boiler output was taken
into consideration at the height of the heating load (blue line) and once again with an additional 20%
(green line). The influence of the boiler output can be clearly recognised. If, for example, the boiler
was designed precisely for the heating load when supplying 30 flats, then around 4,000 l of standby
volume would be required. A 20% larger boiler would only require about 2,300 l more.
In addition to the theoretical calculations in accordance with DIN 4708, the recommended standby
volume from two suppliers of apartment heat transfer units is shown in Figure 96. Assuming that the
boiler output is the same as the heating load, the dimensioning recommendations of the two
companies Redan (Redan, 2003) and Logotherm (Logotherm, 2003) are much lower than the
calculated results obtained from the standard. The companies assert that these great differences are
due to the very high level of security in the standard, and for their part they refer to hundreds of heat
supply systems of this kind which they have supplied as well as to the peak consumption
measurements in multi-storey residential buildings.
98
13.000
DIN 4708 (Boiler performance corresponds to heat load)
12.000
DIN 4708 (Boiler performance corresponds to 120% of heat load)
Redan (Boiler performance corresponds to heat load)
11.000
Logotherm (Boiler performance corresponds to heat load)
Available capacity [litres at 65°C]
10.000
9.000
8.000
7.000
6.000
5.000
4.000
3.000
2.000
1.000
0
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
Number of Apartments
Figure 96: Necessary available volume capacity depending on the number of apartment units.
Comparing the DIN 4708 (blue and green line) with the dimensioning recommendations. This diagram
is based on: 3 kW heat demand per apartment, 36 kW maximum domestic hot water demand per
apartment, 40 K as ∆T for the hot water preparation, 25 K as ∆T for the heating boiler circulation.
Another factor leading to the difference between theory and practise is the lack of consideration of the
heat distribution network as a storage tank. In large multi-storey residential buildings, in particular,
the heat distribution network accounts for many hundreds of litres, which was not taken into
consideration in the theoretical calculation in accordance with DIN 4708. For this reason it would very
probably be possible to do without load equalisation storage tanks in multi-storey residential buildings
of more than 50 flats according to information provided by Redan.
Since risks still have to be taken into consideration, such as for example the different start-up times of
boilers (the time the boilers need to produce the nominal output), load equalisation storage tanks are
recommended even with large multi-storey residential buildings. In addition, the integration of the
boiler via a load equalisation storage tank produces advantages since this also functions as a hydraulic
switch.
In practice, this comparison means that due to the great experience of the suppliers of apartment
heat transfer units, the dimensioning of the standby volume should be performed in accordance with
information provided by the respective manufacturer or even in close co-operation with the latter.
8.2.2.1
Determining the overall volume of the energy storage unit
In hydraulic terms, the standby volume required should be ensured in accordance with Figure 97. It
should be remembered that both the standby volume and the switching volume have to be added to
the solar storage tank volume determined in Section 8.1.
99
Network
Outward Flow
Outward Flow Conv. Heater
Return Flow Conv. Heater
(Biomass, Oil)
Return Flow Conv. Heater
(Gas Condensing Boiler, District Heat)
Network Return Flow
Figure 97: Block diagram showing the storage management in solar-supported heat supply concepts
with the two-pipe network principle.
Standby volume
This volume must be kept at least at the network supply temperature to ensure the security of supply
for two-pipe network heat supply systems. The main task is to cover peak loads over a longer period
of time and to bridge the start-up time of the conventional heat generator. The volume is
dimensioned as described in Section 8.2.2.
Switching volume
Temperature sensors at the top and lower end of the switching volume determine the switch-on and
switch-off time of the conventional heat generator. The same process can also be performed with a
temperature sensor and a corresponding switching hysteresis. The switching volume in the energy
storage tank defines its running time as a function of the current heat requirements and the output of
the conventional heat generator and prevents clock-mode operation.
Solar storage tank volume
The dimensioning of the solar storage tank volume has already been dealt with in Section 8.1. It is
important that the solar storage tank volume is exclusively made available to the solar thermal system
and is not heated by the conventional heat generator.
100
Conventional heat generator
In dimensioning the overall volumes, attention should be paid to the start-up time of the boiler which
can differ quite considerably depending on boiler mass.
8.2.3
Dimensioning of heat distribution network
A design criterion for the heating distribution network is the maximum peak load (demand period, 10
minutes, in accordance with DIN 4708). An adequate supply of domestic hot water and space heating
to each flat must be implemented with due consideration to the lowest possible loss in pressure (low
electricity requirements for the operation of circulation pumps) and lower flow speeds in the strings
(no noise). These aspects demand an appropriate design, whose basic methodology is presented in
the following. This assumes knowledge of the following framework conditions:
o
o
o
o
o
Output of water heater in an apartment heat transfer unit (as a rule 36 kW)
Overall heating load and average heating load of a flat
Simultaneity factor according to DIN 4708 (peak consumption in ten minutes)
System temperatures (network supply, network return). The heating of domestic hot water is
normally performed at a network-side temperature level of 65/25 and the supply of space
heating at 65/40.
In flats in which domestic hot water is being drawn, only a small (negligible) amount of
energy is available for the supply of space heating.
V Tot = V BW + V RW
Equation 24
[litres/h]
V Tot
maximum necessary volume flow in the network [litres/h]
V BW
maximum volume flow necessary for the preparation of domestic hot water only with due
consideration of the simultaneity factor in accordance with DIN 4708, demand period 10 minutes (see
Figure 95) [litres/h]
V RW
maximum volume flow necessary for supply of space heating only with due consideration to
reduced supply of space heating in the flats where domestic hot water is being heated [litres/h]
and V
Whereby V
BW
RW are defined as follows:
Q
* nWE * fGl
V BW = BW
c P * ∆TBW
3600
Equation 25
[litres/h]
Q
BW
maximum output of domestic hot water preparation in an apartment heat transfer unit [kW]
nWE
number of residential units
fGl
simultaneity factor in accordance with DIN 4708 for the peak requirement period of ten
minutes
cP
specific heat capacity of water [kJ/ltrK]
101
∆TBW temperature difference in domestic hot water preparation [K]
−Q
*f
Q
Tot
Gl
V RW = Tot
cP * ∆TRW
3600
Equation 26
[litres/h]
Q
Tot
heating load of overall multi-storey residential building [kW]
∆TRW
temperature difference in the supply of space heating [K]
Determination of the maximum necessary volume flow has to be performed across the entire heat
distribution network. This means that after each string point of intersection (connected with a
reduction in the remaining number of flats) a new simultaneity factor is determined and this
procedure has to be repeated until only the flat furthest away remains (simultaneity factor is 1).
9
Minimisation of heat losses
To achieve the highest possible system efficiencies, the avoidance, or reduction of heat losses is
imperative. Numerous measuring tests conducted on solar-supported heat supply systems have shown
that this aspect is not given enough attention in most systems. In this respect, the minimisation of
heat losses is not necessarily a specific requirement of solar thermal systems but rather affects all
heat supply systems.
On the one hand, there is a need to concentrate attention on the conceptional, system-related
avoidance of lossy surfaces and, on the other hand, to focus on the minimisation of heat losses of
lossy surfaces by greater insulation thicknesses and high-quality installation work.
9.1
Energy storage tanks
Energy storage tanks in solar-supported heat supply concepts should display good temperature
stratification behaviour from an energy-related point of view and, on the other hand, a small surface
area to avoid heat losses. An important evaluation figure in this respect is the ratio of height (H) and
diameter (D) of a storage tank. Practice has shown that with ratios (H/D) of between two and four
both the demands of the temperature stratification and the limitation of lossy surfaces can be fulfilled.
9.1.1
Heat losses from energy storage tanks
Numerous measurements on solar-supported heat supply systems have revealed a high proportion of
energy losses from storage tanks in relation to overall heating requirements (in extreme cases up to
30%). There was an alarming deviation in the measurements between theoretical and actual heat
losses. This effect is clearly illustrated in Figure 98. Here the theoretical influence of the thermal
thickness is presented as a function of solar coverage in comparison to the measuring results. The
reference system was defined as an annual degree of solar coverage of the overall heating
102
requirements of 22% (50 m² collector area, 3.5 m³ energy storage tank volume) and a solar coverage
of 50% (220 m² collector area, 11.5 m³ energy storage tank volume).
25.000
3.5 m³, 50 m², ca. 22% SD - Theory
22.500
3.5 m³, 50 m², ca. 22% SD - Practice
11.5 m³, 220 m², ca. 50% SD - Theory
20.000
11.5 m³, 220 m², ca. 50% SD - Practice
Store losses [kWh/a]
17.500
15.000
12.500
10.000
7.500
5.000
2.500
0
0
5
10
15
20
25
30
35
40
45
50
Insulation [cm]
Figure 98: Isolation material depending on the solar coverage – differences between theory and
practice. An insulation material with the heat conductivity of 0,042 W/mK was used (Heimrath, 2004).
Both with regard to the theoretical results and the measuring results, the degree of solar coverage
revealed a great influence on the heat losses. Theoretical calculations for storage tank sizes of
between 3.5 and 11.5 m³ yielded insulation thicknesses between 10 and 15 cm as an energetic and
economic optimum. The consideration of practical correction factors (systems already constructed on
the basis of the measuring results) revealed optimum insulation thicknesses between 20 and 25 cm
for the example illustrated.
These great differences between theory and practice are quite clearly explained by the fact that the
product and design quality of storage tank insulation and pipe penetrations are as a rule not optimal:
o
o
In practice, the quality of the thermal insulation is far removed from what is feasible. Normally
air pockets form between the storage tank cover and the insulation layer. This effect
combined with leaks in the insulating material connections leads to a chimney effect and thus
accelerated unloading of the storage tank. This is true both of industrially manufactured
thermal insulation coats (small storage tank) as well as of thermal insulation to be applied
individually for large storage tanks (rock wool mats with bright polished sheet covering).
The thermal insulation coat is penetrated at numerous locations by pipe connections. The
incorrect design of these penetrations through the insulation sheath encourages the abovementioned chimney effect.
It should be remembered that not only does the increase in insulating thickness reduce heating losses
from energy storage tanks, but in future projects maximum attention should also be given to the
processing of thermal materials and the design of the pipe penetrations through the insulation cover.
For the storage tank sizes commonly used in solar thermal systems in multi-storey residential
buildings insulation thicknesses of at least 20 cm are recommended.
103
In addition to the aspects mentioned above, circulation within the pipes of the connected pipework
increases heat losses from energy storage tanks as a result of increasing the lossy surface area. This
can be alleviated by installing thermosiphons on all the storage tank connections in the hot area (see
Figure 99).
Figure 99: A thermosiphon with a depth of at least 8 times the diameter of the pipe prevents internal
circulation in the pipe.
9.1.2
Single-storage-unit systems instead of multi-storage-unit systems
According to experience, batteries of storage tanks are frequently used in solar-supported heat supply
concepts (both potable water storage tank and the uncoated steel storage tank) as the energy storage
unit (see Figure 101). This design means a maximisation of the ratio of the surface and the volume
and thus a large surface prone to losses. If this effect is combined with inefficient thermal insulation
of the storage tank (Section 9.1.1) then the highest possible heat losses for the "energy storage"
section of the system are achieved. In addition, batteries of storage tanks mean much higher
investment costs than the comparable single-storage-unit systems (Figure 102).
Figure 100: Thermosiphon connections in the installation practice (picture source:
AEE INTEC).
104
Figure 101: Multi-storage-unit systems result in heat losses, not only in solar thermal applications, but
also in conventional heating systems (picture source: AEE INTEC).
Figure 102: Single-storage-unit systems with thoroughly performed heat insulation reduce the heat
losses drastically.
As already mentioned in Section 6.4, the size and the arrangement of the energy storage tank must
be taken into consideration at the stage of planning the building so that the foundation plates are
correspondingly lowered and the energy storage tank can be installed before the cellar ceiling is in
place.
Likewise manufacturers are also able to weld large storage tanks on site, which leads to a more
efficient overall result from an economic point of view than with multiple storage tank systems despite
the higher storage tank costs.
105
If, however, despite all these efforts multiple storage tank systems are the only possibility to
accommodate energy storage tanks in the building (particularly in existing buildings), then at least the
design quality of the thermal insulation should be as high as possible and the hydraulic connection of
the individual storage tanks should be performed via serial connections (Figure 103).
Versorgung mit
Raumwärme und
Brauchwasser
konv.
Wärmeerzeuger
Warmwasser
ld
fe
or
kt
e
ll
Ko
Kaltwasser
Speicher 1
Speicher 2
Speicher 3
Speicher 4
Figure 103: Should a multi-storage-unit system be inevitable (for example in an existing building), is a
serial connection between the single tanks recommended.
9.2
Heat losses and pipework design
Apart from the energy storage tanks, all of the pipework for the heat supply represent a great
potential for reducing heat losses. This is true both of the pipes for integrating the heat generator
(solar thermal system and conventional heat generator) and for the heat distribution lines. The first
priority is to avoid pipelines prone to losses. The heat losses of the remaining pipelines must then be
reduced as far as possible. ÖNORM M7580 provides good standards for the thermal insulation of
pipework of different dimensions in the interior of buildings (Table 7).
Pipe
dimensions
Minimum insulation thicknesses for
pipes ...
Outside [mm]
Inside [mm]
DN 15
30
20
DN 20
40
30
DN 25
40
30
DN 32
40
40
DN 40
50
40
DN 50
60
50
106
Table 7:
The right-hand column shows the insulation
thickness recommended for pipes for the inside
of buildings with average temperature
differences of 40 K (ÖNORM M7580, 1985).
The centre column shows the recommended
insulation thicknesses for outside pipework with
average temperature differences of 60 K (for
example in solar thermal plants).
The theoretical relation between pipe dimensions, insulation thickness and performance loss is
presented in Figure 104 for pipework inside buildings. The recommendation of the standards is
indicated in this figure by the broken green line for dimensions DN10 to DN50.
Dissipation Losses from the Pipes [W/m]
34,00
32,00
DN 10
30,00
DN 15
28,00
DN 20
26,00
DN 25
24,00
DN 32
22,00
DN 40
DN 50
20,00
18,00
16,00
Recommended Range of Insulation
Thicknesses for Heat Distribution Pipes
14,00
12,00
10,00
8,00
6,00
4,00
2,00
0,00
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
Insulation Thickness [mm]
Figure 104: Theoretical dissipation losses (Watt per meter of pipe) depending on the pipe dimension
and the insulation thickness (the graphic is based on: λinsulation = 0,04 W/mK, εcoat = 0,5 and a
temperature deviation of 40 K between the medium and the surroundings.
According to experience, the insulation thicknesses recommended are unfortunately only very rarely
used in practice, which leads to unnecessarily high heat losses in the pipes.
Particularly in the installation of solar thermal systems in multi-storey residential buildings it is
frequently the case that collectors are erected on flat roofs and the hydraulic connecting lines routed
on the outside. Since higher temperature differences occur here between the medium and the
environment than inside buildings, pipes located outside require better insulation. Recommendations
can be found in Table 7.
In addition, the thermal insulation of outside pipework is also exposed to the weather and has to be
temperature-resistant up to at least 180°C especially for use in solar thermal systems. In practice,
pipe shells made of rubber have proved their worth (Figure 105). Since these products are not
resistant to UV rays in the long-term or to damage from animals (birds, rodents, etc.) their surface
has to be protected. As shown in Figure 106 this is normally done by a conventional bright polished
sheet covering. Although the insulating material rock or mineral wool is temperature-resistant it is not
water-repellent which leads to pipe shells becoming completely soaked when the pipework is routed
outside despite the polished sheet covering. This clearly reduces the insulating effect.
107
Figure 105: Pipe work for solar thermal systems, which is laid outside, should be insulated with rubber
to resist temperature and water (picture source: AEE INTEC).
Figure 106: The rubber surface of the piping coat should constantly be protected against UV-light and
damage from animals through a sheet-metal jacket (picture source: AEE INTEC).
Inside the building, on the other hand, the temperature-resistant insulating material rock or mineral
wool can be used without any restrictions. In this respect, it is decisive that the recommended
insulating thickness is used for all the heat transfer pipes and as consistently as possible. Wall and
ceiling penetrations and non-insulated fittings are typical weak points.
With regard to ceiling or wall penetrations for pipes (which as a rule are designed in a non-insulated
manner or with 5 mm insulating tubes) the complete insulating thickness should be used, which
requires the timely planning of shafts and recesses (see Figure 107). In the event that core drillings
108
are required for pipework penetrations, care should be taken that the pipe insulation can be applied in
the corresponding thickness.
Figure 107: No reduction or even discontinuity of insulation by penetrations in walls or ceilings.
In modern heat supply systems, insulated fittings (pumps, mixing valves, ball valves, etc.) should be
standard (Figure 108). Two-pipe networks offer the possibility of dispensing with insulation in the
return line due to the low return temperatures (30°C on average). However, fittings in the supply line
of the heat distribution network should be insulated.
Figure 108: Insulated fittings as standard in modern heat supply systems. Exemplary insulated ball
valves and pumps as well as insulated mixing valve in a multi-storey residential building.
109
10
Investment costs, grants and economic efficiency
The cost development of solar thermal systems in multi-storey residential buildings has been positive
in recent years. On the one hand, it has been possible to further reduce collector costs as a result of
largely automated production processes (Figure 109), and, on the other hand, hundreds of solar
thermal systems installed in multi-storey residential buildings have increased the reliability of cost
calculations, which clearly narrowed down the range of possible system costs.
Figure 109: Automatic production to the greatest extent leads to high quality and reduces the costs
(picture source GREENoneTEC, Carinthia, Austria).
A common characteristic for describing costs is the specific system price. In this the investment costs
for the overall solar thermal system (collector area, collector pipework, solar primary circuit, solar
secondary circuit, energy storage tank including insulation, regulation, assembly, commissioning and
documentation) are related to the gross collector area. On the basis of numerous projects already
implemented, Figure 110 shows the range of common specific system costs plotted against the
collector area. This representation shows that smaller solar thermal systems have higher specific
system costs than larger solar thermal systems. The reason why the curve behaves in this way is that
the system costs do not rise in direct proportion to the collector area.
110
850
800
Specfic System Costs [EUR/m² gross collector area] .
750
700
650
600
550
500
450
400
350
300
250
200
150
100
50
0
0
25
50
75
100
125
150
175
200
225
250
275
300
325
350
375
400
425
Gross collector surface [m²]
Figure 110: Progression of the specific solar thermal system over the gross collector area: the red line
shows the mean system price, the two blue lines show the possible effect from the specific basic
conditions of the project. The specific prices do not include taxes, planning costs or subsidies.
The range of specific system prices shown in Figure 110 is the outcome of circumstances specific to
the project in addition to regional differences. Favourable boundary conditions (roof integration,
single-storage-tank systems, short connecting lines, etc.) reduce the specific system price, whereas
unfavourable conditions (collector erection, multiple storage tank systems, pipes laid underground or
outside, long connecting lines, etc.) lead to an increase in this price. Since the difference in the
system price is in the range of € 100 and € 200 for favourable and unfavourable framework
conditions, it is important to make the most of cost reduction potential in the early
planning phase (see Section 3 "Holistic approach").
If the specific system costs are the most common and meaningful figure for domestic engineering
managers, residential associations are much more interested in the specific costs per m² of living
space. In accordance with experience, the specific additional costs for solar thermal systems are
between € 15/m² and € 35/m² of living space. This means a share of the overall construction costs
for the flat of around 1.5 to 3%.
111
8,0
2,0
2,0
Collector material
4,0
Collector assembly
Primary circuit
Secondary circuit
12,0
Energy store
48,0
Energy store insulation
Small parts and fittings
Commissioning
Controls
5,0
13,0
5,0
Figure 111: Average solar system costs divided in costs groups based on results from cost proposals
from realised projects (exclusive taxes).
Figure 111 shows how the system costs are divided on average with regard to the solar thermal
systems installed in multi-storey residential buildings in cost groups. The largest cost group in the
system price is the collector, which, including installation, accounts for 50% of the investment. This is
followed by the cost groups of "pipework" (primary and secondary circuit and incidentals) at around
20% and the “energy storage tank“ (cost for storage tank and thermal insulation) at around 16%.
Figure 112 shows the cost curve for normal energy storage tanks (without thermal insulation) as a
function of storage volume.
7.000
6.500
6.000
5.500
5.000
Material Costs [€]
4.500
4.000
3.500
3.000
2.500
2.000
1.500
1.000
500
0
0
2.000
4.000
6.000
8.000
10.000
12.000
14.000
16.000
18.000
20.000
22.000
Volume of Energy Store [ltr]
Figure 112: Progression of the costs of the energy storage tank depending on the volume based on
results from cost proposals from realised projects (exclusive taxes).
112
Grants from the state
Great importance is attached to thermal solar systems not just by the general public but also by the
state. This is demonstrated by the granting of funds for solar thermal systems in multi-storey
residential buildings in practically all the Austrian federal states (EVA, 2004). The models for
implementing these grants differ greatly (ranging from direct grants to annuity grants and inexpensive
loans depending on whether a new building or renovation work is involved), but represent an
important incentive for the implementation of solar thermal systems in multi-storey residential
buildings. In addition, most towns and local authorities encourage the installation of solar thermal
systems in multi-storey residential buildings.
Aspects of the economic efficiency of solar thermal systems
If solar thermal systems are dimensioned in accordance with the cost-to-benefit optimum, they
achieve economic results even under present conditions in dynamic calculation models, giving due
consideration to the grants mentioned above (VDI 2067, 1999). However, the extent to which
economic characteristics of this kind are the ultimate measure remains a matter of doubt until the
following arguments are taken into consideration in the methods applied for economic efficiency
calculations:
o
o
o
o
o
o
o
o
Increase in the price of energy as a result of resource shortages
The cost of wars fought over the remaining fossil energy resources
Subsidies for fossil and atomic energy
Damage and risks arising from atomic energy
Cost of oil tanker catastrophes
Damage to health as a result of burning fossil energy carriers
Damage resulting from natural disasters due to the greenhouse gas CO2, which is released
when fossil fuels are burnt
Reduction of habitats and biodiversity as a result of irreparable climate change due to the
burning of fossil fuels
If all of these aspects are taken into consideration then it can be easily seen that solar thermal
systems should already be a component part of the heat supply of multi-storey residential buildings
for economic reasons and for the benefit of the national economy.
11
Plant management and monitoring
It must be expected of heating systems in general that they are operated with the greatest possible
effectiveness with respect to efficient use of resources and minimisation of operating costs. The same
demands apply to the operation of solar thermal systems. To guarantee this some important basic
working steps are necessary following careful planning and implementation:
o
o
o
o
Careful start-up including records of the hydraulic and automatic control settings
Subsequent adjustments based on some months of experience in operating the overall heat
supply system
Annual maintenance and service work
Continuous monitoring via remote control with fault alarms
113
100
System temperatures [°C]
90
Net outward flow
Net return flow
Solar secondary circuit - VL
Solar secondary circuit - RL
Energy store (bottom)
Additional heating - VL
Energy store (top)
Heat quantity - solar
Heat quantity - additional heating
90
80
80
70
70
60
60
50
50
40
40
30
30
20
20
10
10
0
0
30.9.2003 30.9.2003 30.9.2003 30.9.2003 30.9.2003 30.9.2003 30.9.2003 30.9.2003 30.9.2003 30.9.2003 30.9.2003 30.9.2003 1.10.2003
00:00
02:00
04:00
06:00
08:00
10:00
12:00
14:00
16:00
18:00
20:00
22:00
00:00
Figure 113: Important adjustments for each heating system based on temperature patterns, operation
time and heat meter.
In practice, plant management is usually implemented by property managers appointed by the
building's owners, a plumbing company entrusted with maintenance and service work, or a
professional operator of heating systems. It is especially important that both the type and details of
plant monitoring are adjusted to the technical capabilities of those entrusted with the task. For
example, there is no sense in recording 5 minute mean values for all the regulating sensors and
transmitting these to the maintenance company if they are not able to process this amount of data.
Basically, in practice it is recommended that monitoring equipment should be used that can control
the overall heat supply system in a centralised manner (minimisation of interfaces) and which, in
addition to the regulation tasks, can assume other important functions that will simplify the system
management. This relates to:
o
o
o
o
o
The
The
The
The
The
recording of data in internal stores
provision of this data by remote readout
transmission of alarm signals
transmission of meter readings for energy calculations
change of control parameters by modem
In modern solar-supported heat supply concepts both the conventional heat generator and the solar
thermal system should, in principle, have remote control monitoring. However, in practice this is
frequently not the case.
114
Energy [kWh]
100
Figure 114: Exemplary demonstration of a central regulation device with an integrated data logger
and remote control monitoring.
System monitoring without remote readout
If no remote control monitoring is envisaged by the residential association or the system operator for
reasons of cost (normally in buildings with a smaller number of flats), then it is at least recommended
to use control devices which have an internal data storage unit (storage space for several weeks) and
in which the system data from the last few weeks (fifteen minute average values are sufficient) can
be read on site (Figure 115, left-hand column). This is an extremely important aspect when it comes
to performing subsequent adjustments. It is, however, extremely disadvantageous that all monitoring
activities have to be performed on site at a high cost in terms of personnel. If the system breaks down
(particularly with solar thermal systems) this leads to comparatively long response times. This period
of time can be reduced if an occupant on site takes responsibility for the heating and can be alerted to
malfunctioning of the solar thermal system or the conventional heating system by means of a visual
alarm (flashing light, display on control device, etc.).
System monitoring with remote readout
Particularly when it comes to larger residential units, systems with remote monitoring have become
standard in recent years. In this respect, a basic distinction can be made between two types of control
devices; on the one hand, control systems with integrated data loggers and, on the other hand, a
central building control system (Figure 115, right-hand column).
In these devices all the system data can be sent and parameter changes performed via modem
depending on the equipment available. This offers advantages both at the subsequent adjustment
stage and in routine system monitoring. If the heat calculation is now integrated in this concept,
personnel-intensive inspections can be largely eliminated. As a result of the ability to record trends,
malfunctioning of the overall system can be recognised at an early stage and in this way the
frequency of breakdowns can be greatly reduced. If a breakdown does occur, the response time of
the system operator is considerably reduced by the remote monitoring. In this respect, the
115
corresponding definition of fault signals is important for all the sections of heat supply system, also
including the solar thermal system. It is a disadvantage of all central building control systems that the
suppliers' software is very costly and it is practically impossible to manage the system without this
software.
Solar-Supported
Heat Supply Concept
Control with
integr. Store
Cotrol with
integr. Data Logger
Data Transmission
System Monitoring and Control
by
System Operator
Repair
Possible Heat Calculations
Remote Selection of System Data
Selection of System Data on Location
Repair
Modem
System Monitoring and Control
Leittechnik
by
System Operator
Prevention
or Early Recognition
Leittechnik
of Operational Breakdowns
Annual Inspection
and Maintenance
EFFICIENT OPERATIONAL MANAGEMENT
Figure 115: Illustration of the different regulation and monitoring possibilities for solar-supported heat
supply concepts for multi-storey residential buildings.
116
12
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121